C-channel. - Unitech

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t n e t n co Introduction Introduction Locations 3 4 6 General Information 8 Metal Framing Channels Channel Hole Patterns Materials & Finishes Channels Load & Support 9 9 10 11 Channels 12 CCH-220/221 CCH-222 CCH-240/241 CCH-242 CCH-320/321 CCH-322 CCH-340/341 CCH-342 CCH-420/421 CCH-422 CCH-440/441 CCH-442 Toothed Channel 13 16 19 22 25 28 31 34 37 40 43 46 49 Fittings 53 Fittings 54 Accessories 57 Framing System Accessories Channel Nuts Installation & Features Beam Clamp - SBC 58 60 61 62 Cantilevers & Beams 63 Cantilever Arm Bracket - SCA Cantilever Arm Bracket B2B - SCA Support Sysytem 64 65 66 SYStem examples 69 C-Channel Framing Systems 21x41 C-Channel Framing Systems 41x41 70 71 Anchors 73 General Information Expansion Steel Anchor -STM Drop in Anchor - SDA Sleeve Anchor - SAS Through Bolt (Wedge Anchor) - STB Shield Anchor - SHA 74 75 77 79 81 83 Converters & Terms 85 Converters Terms 86 88 UNITECH For Building & Construction Materials www.unitech-ikk.com UCM- Unitech Cable Management Specialized Factory for Steel Products SIGMA Factory for Steel Products www.sfsp-ikk.com Introduction 4 INTRODUCTION Specialized Factory for Steel Products (Jeddah / KSA) Sigma Factory, for Steel Products (Ajman & Umm Al Quwain / UAE) Specialized Factory for Steel Products (6th of October / Egypt) Specialized Factory for Steel Products (Tanayel / Lebanon) SFSP Metal Framing system provides an economical solution for electrical, mechanical and industrial supports with a wide variety of applications in the construction industry. Metal Framing / Electrical Applications • Pipe & conduit supports • Tunnel pipe stanchions • Beam attachments • Pipe risers Metal Framing / Industrial Applications • Racks and shelvings • Production line supports • Trolley systems • Wall framings This catalogue is designed to be helpful to engineers and contractors in the application and selection of channel products for construction and maintenance. If a unique application requires a special product not included in this catalogue , SFSP engineering personnel are ready to furnish design consultation and realistic cost estimates. Uni - Channel Systems SFSP 5 INTRODUCTION SFSP is a leading manufacturer and fabricator of steel and aluminum products used for the support of equipment for industrial, commercial, utility and OEM installations. Our customers have access to the most complete support systems offered in the industry including metal framings, cable trays, pipe hangers, slotted angles, fasteners and others. (Our factory is equipped with an inhouse hot dip galvanization facility). Hot Dip Galvanization Process CNC Machines Roll Forming Machine SFSP Uni - Channel Systems S N O I T LOCA Finland Finland Norway Sweden Estonia Latvia Denmark UK Lithuania Ireland Belarus Netherlands Belgium Poland German y Astana Stuttgar t Czech Rep Ukraine Slovakia France Austria Switzerland Kazakhstan Maldova Hungary Romania Croatia Serbia Italy Bulgaria Albania Portugal Spain Georgia Istanbul Uzbekistan Baku Azerbaija n Greece Armenia Turkey Malta Cyprus SYRIA Beirut LEBANON ALGERIA Afghanistan Tehran IRAN JORDAN Skakah Aqaba Cairo LIBYA Kabol Erbil IRAQ Amman Gurayyat Banghazi Tripoli Hail Qassim EGYPT Ma dinah SUDAN Niger Chad Mak kah Al Taif Baha UAE SAUDI ARABIA Najran Eritre a UAQ Sharjah Dubai Ajman Jebel Ali Muscat India Salalah EN YEM Sanaa’ Burkina Faso Guinea Doha Khamis Mushayt Gizan Khartoum Manama Hufuf Al Kharj Jeddah Mali Nepa BAHRAIN Dammam Riyadh QATAR Yanbu Mauritania Pakistan KUWAIT Hafr Al Batin Jubail Tabuk 6th of October AN MOROCCO OM Algeria Casablank a Senegal Tajikistan Ashgabat TUNISIA Oran Tanger Kyrgyzstan Turkmenistan Adan Djipouti Cote d’lvoire Ghana Benin Nigeria Abuja Ethiopia Central African Republic Cameroon Somalia Muqdisho Equatorial Guinea Bata Libreville Gabon Uganda Congo Kenya DR Congo United Republic of Tanzania Luanda Angola Zambia Malawi Mozambique Zimbabw e Namibia Windhoek Botswana Gaborone FACTORIES SFSP / KSA UNITECH www.unitech-ikk.com Specialized Factory for Steel Products - 3rd Industrial City / Jeddah Tel : +966 2 637 4482 Fax: +966 2 636 1963 [email protected] Specialized Factory for Steel Products Khumra / Jeddah Tel : +966 2 635 6066 Fax: +966 2 635 5658 [email protected] SFSP / UAE SIGMA Factory for Steel Products - Ajman Tel : +971 6 743 9907 Fax: +971 6 743 9908 [email protected] Managing Office Main Branch SFSP / EGYPT Branch Factory Design Office Purchasing & Supply Up-Coming Branch Up-Coming Factory EXISTING UPCOMING Specialized Factory for Steel Products - 6th of October, Cairo Tel : +20 2 3831 2477 Fax: +20 2 3831 1036 [email protected] SIGMA Factory for Steel Products - Umm Al Quwain Tel : +971 6 767 0514 Fax: +971 6 767 0515 [email protected] SFSP / LEBANON Specialized Factory for Steel Products Tanayel ,behind Hariri Health Center Tel : +961 3 189 860 [email protected] Sri Lan KSA NATIONAL TOLL FREE NUMBER: 800 119 1190 SA Russia Mad inah / ksa Tel : +966 4 864 9111 Fax: +966 4 864 9222 [email protected] Mongolia Mad inah Showroom - UPF / ksa Tel : +966 4 834 6244 Fax: +966 4 834 5082 Korea Japan China Jeddah / ksa Yiwu al nka ONS RATI E P O S LE Bangladesh Taiwan Myanmar Tel : +966 2 627 8222 Fax: +966 2 627 8722 [email protected] Laos Jeddah - Ghurab Showroom / KSA Thailand Cambodia Vietnam Tel : +966 2 667 2000 Fax: +966 2 661 4306 Philippines Hatyai Malaysia [email protected] [email protected] Yanbu / ksa Tel : +966 4 390 1499 Fax: +966 4 322 7101 [email protected] Khamis Mushayt / ksa Tel : +966 7 237 5929 Fax: +966 7 237 8783 [email protected] Indonesia Najran / ksa Tel : +966 7 321 4038 Fax: +966 7 321 4035 [email protected] New Guinea Gizan / ksa Tel : +966 7 321 6660 Fax: +966 7 321 0665 [email protected] Australia Sydney New Zealand Mak kah, Taif / KSA Tel : +966 2 597 2675 Fax: +966 2 597 0588 [email protected] Riyadh / ksa Tel : +966 1 454 9282 Fax: +966 1 456 6627 [email protected] Riyadh - Rail St.Office / ksa Tel : +966 1 810 5926 Fax: +966 1 456 6627 [email protected] Qassim / ksa Tel : +966 6 382 3946 Fax: +966 6 385 2186 [email protected] GERMANY UNITECH Stuttgart Tel : +49 711 6868 7222 Fax: +49 711 6868 7223 [email protected] UAE TOSL Jebel Ali Tel : +971 4 886 0262 Fax: +971 4 886 0261 [email protected] Qassim Showroom / ksa Abu Dhabi - Musaffah / UAE Tel : +966 6 385 2598 Fax: +966 6 382 6684 [email protected] Tel : +971 2 551 2334 Fax: +971 2 551 2335 Tabuk / ksa Tel : +966 4 424 3386 Fax: +966 4 423 5203 [email protected] Skakah / Qurayyat / ksa Tel : +966 4 626 3904 Fax: +966 4 626 3905 [email protected] Hail / ksa Tel : +966 6 543 3931 Fax: +966 6 543 3935 [email protected] Dammam / ksa Tel : +966 3 859 0097 Fax: +966 3 857 8177 [email protected] Dammam / Showroom / ksa Tel : +966 3 834 9300 Fax: +966 3 834 9457 [email protected] Hufuf / ksa Tel : +966 3 586 9732 Fax: +966 3 584 5966 [email protected] Jubail / ksa Tel : +966 3 361 4390 Fax: +966 3 361 4499 [email protected] Manama / Bahrain Tel : +973 1 756 4386 Fax: +973 1 756 4315 [email protected] Dubai - DIP / UAE Tel : +971 4 884 7275 Fax: +971 4 884 7278 [email protected] [email protected] Doha / Qatar Tel : +974 4451 3301/2/3 Fax: +974 4451 3305 [email protected] Beirut / Lebanon Tel : +961 1 858 277 Fax: +961 1 858 276 [email protected] Amman / Jordan Tel : +962 6 556 3030 Fax: +962 6 554 7911 [email protected] Muscat / Oman Tel : + 968 2459 1006 Fax : + 968 2459 7006 [email protected] Cairo - Muhandiseen / Egypt Tel : +20 2 3304 3091 Tel : +20 2 3346 8566 Fax: +20 2 3346 8567 [email protected] Cairo - Gamhouriyah St. / Egypt Tel: +20 2 2787 2152 Fax: +20 2 2593 1053 [email protected] Kuwait City / Kuwait Tel : +965 22 459 984 Fax: +965 22 459 985 [email protected] Sana’a / Yemen Tel : +967 1 473 542 Fax: +967 1 473 542 [email protected] Dubai - Barsha / UAE Tel : +971 4 427 9500 Fax : +971 4 427 9501 [email protected] Dubai - Al Rashidiyah / UAE Tel : +971 4 285 6031 Fax : +971 4 286 2941 [email protected] DESIG N MATE , LOGIST IC RIALS , MED S, IA, R&D CHINA KSA UNITECH Yiwu - Zhejiang Province Tel : +86 579 8545 3180 Fax: +86 579 8542 7682 [email protected] CPU Jeddah Tel : + 966 2 627 8 275 Fax: +966 2 627 8 727 [email protected] LEBANON Multi-D Beirut Tel : +961 1 841 155 fax: +961 1 841 156 [email protected] General Information 9 Z gENERAL INFORMATION Z Z Z Z Z Channel Z Z Z Y Y Y Y Z Z Y Y Y Y SFSP’s metal framing channel is cold formed onY modern rolling machines from Y Y Z Y low carbon steel manufactured according to BS 6946:1988. A continuous slot Y Y Y 41.0 21.0attachments at any point. provides the ability to make Y Y Y Y Z Z Lengths Z 41.0 Z Z Z Standard length: 3000mm with ± 3.2mm length tolerance. Custom lengths are available upon request. Z Z Z Z 41.0 Z Z Finishes Z Z Z 22.0 22.0 Standard Finishes: Pre-Galvanized A653M coating G90 and Z Y G60). Y finish (ASTM Y 41.0 21.0Z 7.0 BS EN ISO1461:2009) Y Y fabrication (ASTM Hot Dip Galvanized 21.0 after A123 or . Y Y 41.0 Y Y Y 41.0 21.0 Y Y Y Y 21.0 41.0 21.0 are available Other custom coatings upon request. Z 41.0 Z 41.0 41.0 Z Z METAL FRAMING CHANNELS 41.0 41.0 Selection Chart Z Z Z 41.0 Z 41.0 CCH - 220/221 21.0 mm 41.0 mm 1.5 mm CCH - 240/241 41.0 mm 41.0 mm 1.5 mm CCH - 320/321 21.0 mm 41.0 mm 2.0 mm CCH - 340/341 41.0 mm 41.0 mm 2.0 mm CCH - 420/421 21.0 mm CCH - 440/441 22.0 7.0 7.0 7.0 41.0 41.0 41.0 41.0 41.0 22.0 0 7.0 82.0 41.0 Thick. Height “H” mm. 13 41.0 41.0 41.0 13 41.0 13 50 30 13 13 50 30 30 30 B2B Type ST Type Channel 41.0 82.0 30 CHANNEL HOLE PATTERNS PT Type Channel 82.0 Toothed channel ST Slotted Type 7.0 41.0 41.0 50 50 PT Plain Type 7.0 7.0 7.0 7.0 41.0 T Channel Patterns 0 - PT 1 - ST 2 - B2B 22.0 22.0 42.0 50 Size 2 - 21/41 mm 4 - 41/41 mm 82.0 22.0 7.0 22.0 41.0 82.0 2 41.0 22.0 42.0 42.0 3 7.0 41.0 7.0 42.0 Toothed channel type B2B Type Channel Part No Thick. mm. Height “H” Part No Thick. mm. Height “H” CCH-220 1.5 21.0 CCH-221 1.5 21.0 CCH-222 1.5 42.0 CCH-240 1.5 41.0 CCH-241 1.5 41.0 CCH-242 1.5 82.0 CCH-320 2.0 21.0 CCH-321 2.0 21.0 CCH-322 2.0 42.0 CCH-340 2.0 41.0 CCH-341 2.0 41.0 CCH-342 2.0 82.0 CCH-420 2.5 21.0 CCH-421 2.5 21.0 CCH-422 2.5 42.0 CCH-440 2.5 41.0 CCH-441 2.5 41.0 CCH-442 2.5 82.0 For Toothed Channel add “T” after the Part no. ex: CCH-220T SFSP 7.0 41.0 41.0 22.0 22.0 7.0 41.0 22.0 For Toothed Channel add “T” after the Part no. ex: CCH-220T 7.0 41.0 42.0 41.0 2.5 mm 22.0 41.0 7.0 21.0 21.0 2.5 mm 41.0 mm 22.0 22.0 7.0 22.0 22.0 21.0 21.0 41.0 mm 41.0 mm 22.0 Thickness Width “W” Part No 41.0 41.0 22.0 Channel Dimensions Height “H” Material Thickness 2 for 1.5 mm 3 for 2.0 mm 4 for 2.5 mm 41.0 Z 22.0 Part No CCH 320 Y Y Uni - Channel Systems 10 gENERAL INFORMATION Mild Steel - Plain A. Hot Rolled Steel Plates, Sheets and Coils S235 JR, S355 JR, As per: EN 10025 -2 / DIN 17100 / BS 4360 / ASTM A 1011/ ASTM A 1011-01a JIS 3101 / JIS 3106 / GB 700 / GB / T1591. ASTM A 907 / ASTM A 1018M. ASTM A 570M / ASTM A 572M. B. Cold Rolled Steel DC 01, As per: EN 10130 / DIN 1623, Part 2 / BS 1449:1 / ASTM A366 / ASTM A 1008 / JIS G 3141 / GB 699. EN 10131 / ASTM A 568M Mild Steel - Galvanized C. Continuously Pre- Galvanized Hot–Dip Zinc Coated Steel DX 51D + Z, Materials As per: EN 10327 / DIN 17162 / BS 2989/ ASTM A 527M / ASTM A 653M / JIS G 3302. EN 10346 / EN 10326 / EN 10142 / ASTM A 526, 527, 528 D. Electro Galvanized Steel (Electrolytic Coating) DC01 + ZE, As per: EN 10152 / DIN 17163 / ASTM A591 / JIS G 3313 / JIS G 3141/BS 1449:1 EN 10131 AluZink Steel E.AluZink Steel DX 51D + AZ, ِAs per: EN 10215 / EN 10143/ DIN 55928 / ASTM A 792 Stainless Steel F.Austenitic Stainless Steels AISI 304 & 316, As per: ASTM A 240 /EN 10088-2/ DIN 17400 / BS 1449:2 / ASTM A480 / ASTM A666 / ISO 3506 / EN 10028-7 /JIS G 4304 F.1 Stainless Steel Fasteners EN 3506 F.2 Stainless Steel Wire BS 1554 ,ASTM A276 Aluminium G.Aluminium 5052 & 6063 1- Hot–DIP Galvanization After Fabrication, Finishes As per: ASTM A 123 / ASTM A 153 / ISO 1461. BS 729 / DIN 50976 2- Zinc Electroplating After Fabrication, As per: ASTM B633 / EN 2081 / EN 12329 / ISO 4042/ BS 1706 / BS 7371-12 / BS 3382 / DIN 50961 3- Powder Coating Epoxy / Polyester / Epoxy & Polyester BS 3900 / ISO 2409 / ISO 1519 / ISO 1520 Uni - Channel Systems SFSP 11 gENERAL INFORMATION Technical data Load and Support Condition Load Factor Deflection Factor 1.00 1.00 Beam Fixed at Both Ends - Uniform Load 1.50 0.30 Cantilever Beam - Uniform Load 0.25 2.40 1.30 0.92 1.00 0.42 Simple Beam - Uniform Load q q Continuous Beam - Two Equal Spans - Uniform Load on One Span span span span E x a m pl e Continuous Beam - Two Equal Spans - Concentrated Load on Both Spans Problem Item Solution q From beam load chart for CCH , maximum allowable load is q and the corresponding deflection is u. Multiplying by the appropriate factors shown in the chart above. Calculate the maximum allowable load and corresponding deflection of a cantilever CCH beam with a uniformly distributed load LOAD = q x load factor DEFLECTION = u x deflection factor Load and Support Condition Load Factor Deflection Factor 1.00 0.80 2 x 1.00 1.10 Beam Fixed at Both Ends - Concentrated Load at Center 2.00 0.40 Cantilever Beam - Uniform Load 0.24 3.20 Continuous Beam - Two Equal Spans -Concentrated Load at Center of One Span 1.42 0.80 Continuous Beam - Two Equal Spans -Concentrated Load at Center of Both Spans 2 x 1.34 0.50 F Simple Beam - Concentrated Load at Center F E x a m pl e Simple Beam -Two Equal Concentrated Loads at 1/4 Points SFSP Problem F Item F Solution From beam load chart for CCH , maximum allowable load is F and the corresponding deflection is u. Multiplying by the appropriate factors shown in the chart above. Calculate the maximum allowable load and corresponding deflection of a simply supported CCH beam with a concentrated load at midspan as shown span LOAD = F x load factor DEFLECTION = u x deflection factor Uni - Channel Systems Channels CCH-220/221 Load table for single beam with uniform (characteristic) Live-Load This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 C-Channel: Z Z Y Y Y Y 41 x 21 x 1.5 Area of Shear (Az) 0.42 cm2 Moment of Inertia (Iy) 0.70 cm4 Moment of Inertia (Iz) 3.34 cm4 min. Section Modulus (Sy) 0.60 cm3 Warping Constant (Iw) 17.49 cm6 Torsional Constant (IT) 0.01 cm4 Plastic Moment cap. (Mpl,y) 0.19 kNm Self weight (G) 0.97 kg/m CCH-220/221 m : 1.5 m m 0 .0 3 : ed, alvaniz . : Pre- G Galvanized Hot-Dip ss Thickne Length rd a d n Sta s Finishe Z Z C 41x41x2,5 1,67 cm2 5,87 cm4 CC H - 2 2 1 8,76 cm4 2,72 cm3 Z 21.0 cm4 kg/m ) 0,07 41.0 cm4 Y 0,82 kNm 2,32 kg/m Y 41.0 Z Y cm kg/m Self Weight (G) 7.0 q [kN/m] 50 0.60 1.60 70 82.0 0.90 90 7.0 0.50 1.10 80 U [mm] 22.0 7.0 60 C-Channel: Area of Shear (Az) Deflection 41.0 F [kN] 2.20 22.0 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Uniform Load* @ Allowable Load* [cm] cm3 (Mpl,y) 4 cm 2 21.000 kN/cm 4 Moment of Inertia (I z ) Beam Load Data 41.0 cm4 cm4 cm4 kNm kg/m 42.0 2 12,60 kN/cm cm2 Moment of Inertia (I y ) 41.0 cm2 Span (L) cm6 Allowable Shear Stress Cross Section Area (A) 17 22.0 7.0 ) 21,82 kN/cm2 41.0 21.0 T) Allowable Bending Stress Modulus of Elasticity Z L / 360 Moment of Inertia (Iy) z cm3 Warping Constant (Iw) cm6 330 2.30 260 Torsional Constant (IT) Self weight (G) 2.92 240 0.36 4.08 200 cm4 cm4 min. Section Modulus (Sy) 1.52 2.00 1.20 ) Plastic Moment cap. (M pl,y 0.73 0.49 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity q [kN/m] cm4 kNm kg/m ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 2.20 1.60 1.14 0.87 0.69 0.31 5.01 180 100 0.56 0.28 6.20 160 125 0.36 0.23 9.73 130 x 0.26 0.25 0.19 14.01 110 x x 0.18 30 0.16 18.69 90 x x 41.0 150 175 50 13 41.0 0.34 L / 180 cm2 [L /X] Moment of Inertia (Iq) [kN/m] 0.39 0.25 0.69 0.50 200 x x x x x x 225 x x x x x x 250 x x x x x x 275 x x x x x x 300 x x x x x x Allowable Load F Span Allowable Uniform Load q Span * Given loads are always “allowable characteristic live load” SFSP C 40 B = S 235 JRG2 C-Channel: 22.0 s (Sy) Chosen Material: Z cm6 171,52 Y cm2 cm4 A) ) ress ss 13 channels Uni - Channel Systems 14 5,87 cm4 8,76 cm4 2,72 cm3 CCH-220/221 channels 171,52 cm6 0,07 cm4 0,82 kNm 2,32 kg/m C-Channel: cm2 cm4 Cross Section Area (A) Moment of Inertia (I y ) C-Channel: Area of Shear (Az) cm4 kg/m Moment of Inertia (I z ) Self Weight (G) BEAM LOADING GRAPH CCH-220/221 cm2 Allowable Loads Moment of Inertia (Iy) KN/m ... KN Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) 2.00 cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity C-Channel: cm2 cm4 Cross Section Area (A) Moment of Inertia (I y ) [KN/m] Self q Weight (G) cm4 kg/m C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iz) Fcm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Moment of Inertia (I z ) q ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 1.50 Moment of Inertia (Iz) Plastic Moment cap. (Mpl,y) Self weight (G) C-Channel: Area of Shear (Az) 2.50 cm2 Moment of Inertia (Iy) 1.00 F [KN] Moment of Inertia (Iy) 0.50 cm4 cm4 kNm kg/m Torsional Constant (IT) pl,y) Moment cap. (M [Span] cmPlastic Self weight (G) 0.00 50 60 70 80 90 100 125 150 175 200 225 250 275 300 Chosen Material: Allowable Bending Stress Allowable Shear Stress C-Channel: Modulus of Elasticity CrossCSection Area (A) 41x41x2,5 Moment of Inertia 1,67 cm2 (I y ) mm Deflection @ Allowable Uniform Load 20.00 18.00 16.00 14.00 12.00 10.00 8.00 6.00 4.00 2.00 0.00 0,82 kNm 2,32 kg/m cm4 kg/m Moment of Inertia (I z ) Self Weight (G) cm4 kg/m 2,72 cm3 171,52 cm6 0,07 cm4 cm2 cm4 Moment of Inertia (I y ) cm4 5,87 Moment of Inertia cm4 (I z ) 4 8,76 cm Self Weight (G) C-Channel: Cross Section Area (A) C-Channel: Area of Shear (Az) cm2 q [KN/m] Moment of Inertia (Iy) Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 u Plastic Moment cap. (M Torsional Constant (IT) C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) cm4 Moment of Inertia (Iz) 50 60 70 80 90 100 q Self weight (G) cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Plastic Moment cap. (Mpl,y) Self weight (G) kNm kg/m Chosen Material: pl,y) [Span] cmAllowable Bending Stress Allowable Shear Stress Modulus of Elasticity 125 150 225 250 275 300 Torsional 175 Constant200 (IT) cm4 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 2 21.000cmkN/cm² cm4 kNm kg/m ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Uniform Load @ Allowable Deflection 1.00 q [KN/m] 0.90 0.80 KN/m 0.70 L /360 L /360 0.60 0.50 q [KN/m] 0.40 L /180 0.30 L /180 0.20 0.10 [Span] cm 0.00 80 Uni - Channel Systems 90 100 125 150 175 200 225 250 275 300 SFSP CCH-220/221 15 channels Z Z Y Y Load table for single beam with uniform (characteristic) Live-Load This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 Y Z C-Channel: 41 x 21 x 1.5 Cross Section Area (A) 0.23 cm2 Moment of Inertia (Iy) 0.70 cm Moment of Inertia (Iz) 3.34 cm4 Self weight (G) 0.97 kg/m CCH-220/221 Z Z Y 21.0 Y 41.0 4 41.0 Z Z Y Z 41.0 22.0 22.0 allowable uniform Load 7.0 21.0 41.0 41.0 Case A Case B Case C 41.0 Case D 50 8.00 8.00 8.00 5.00 60 8.00 8.00 8.00 4.10 70 8.00 8.00 8.00 3.20 80 7.00 8.00 8.00 2.50 90 6.00 8.00 8.00 2.00 100 5.00 8.00 8.00 1.70 125 3.80 6.00 8.00 1.70 150 2.80 5.00 8.00 1.10 175 2.10 4.00 6.00 x 200 1.70 3.20 5.00 x 225 1.40 2.60 4.60 x 250 1.10 2.10 3.80 x 275 x 1.80 3.30 x 300 x 1.50 2.80 x Length 22.0 22.0 7.0 Case:42.0 C B A D Column Load Data [cm] Allowable Central Load** [KN] 82.0 41.0 Length Span (L) 50 13 30 Case B Case C Case D 8.00 7.00 KN 6.00 5.00 4.00 3.00 2.00 1.00 0.00 [Length]cm 50 60 70 80 90 100 125 150 175 Allowable Central Load** Case A 9.00 200 225 250 275 300 ** Given loads are always “allowable characteristic live load” SFSP Uni - Channel Systems 41.0 16 CCH-222 channels Z Y Y Y Load table for single beam with uniform (characteristic) Live-Load This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 CCH-222 C-Channel: Thickn e Stand ss a : Finish rd Length 1.5 mm es : 3.00 m : Pre Z Ga Hot-D lvanized, ip GaY Y 21.0 lvaniz ed. 41x 21x1.5 b2b Area of Shear (Az) 0.54 cm2 Moment of Inertia (Iy) 3.55 cm4 Moment of Inertia (Iz) 6.69 cm4 min. Section Modulus (Sy) 1.69 cm3 Warping Constant (Iw) 16.33 cm6 Torsional Constant (IT) 0.03 cm4 Plastic Moment cap. (Mpl,y) 0.50 kNm Self weight (G) 1.94 kg/m Z 41.0 7.0 21.0 41.0 a (A) Iy) Iz ) cm cm4 Modulus of Elasticity 22.0 40 B = S 235 JRG2 8,76 cm4 2,72 cm3 Allowable Shear Stress 2 41.0 CC H - 2 2 2 1,67 cm2 5,87 cm4 Allowable Bending Stress 171,52 Z 22.0 C 41x41x2,5 Chosen Material: 7.0 21,82 kN/cm2 cm6 0,07 cm4 0,82 kNm 2,32 kg/m 42.0 12,60 kN/cm2 C-Channel: Moment of Inertia (I y ) cm4 kg/m 82.0 cm2 cm4 Cross Section Area (A) 21.000 kN/cm2 41.0 cm4 kg/m Moment of Inertia (I z ) Self Weight (G) Beam Load Data 13 50 Uniform Load* @30 Span cm2 (L) Iy) Iz) cm4 [cm] cm4 us (Sy) cm3 (Iw) cm6 (IT) p. (Mpl,y) Stress ress y Allowable Load* q [kN/m] F [kN] C-Channel: Area of Shear (Az) Deflection U [mm] [L /X] L / 360 Moment of Inertia (Iy) L / 180 cm2 Moment of Inertia (Iz) cm4 cm4 cm3 q [kN/m] q [kN/m] 6.30 1.60 0.86 580 min. Section Modulus (Sy) Warping Constant (Iw) cm6 60 4.40 1.30 1.24 480 Torsional Constant (IT) 70 3.20 1.10 1.68 420 Self weight (G) cm4 kNm kg/m 80 2.50 1.00 2.24 360 90 1.90 0.90 2.72 330 100 1.60 0.80 3.49 290 125 1.00 0.60 5.33 230 0.70 1.00 150 0.70 0.50 7.74 190 0.40 0.70 175 0.51 0.40 10.44 170 0.20 0.50 200 0.39 0.39 13.62 150 x 0.32 225 0.31 0.35 17.35 130 x 0.22 250 0.25 0.31 21.32 120 x 0.16 275 0.21 0.29 26.22 100 x x 300 0.17 0.26 30.06 100 x x 50 cm4 kNm kg/m ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Allowable Load F Span 6.30 4.40 Plastic Moment cap. (M ) pl,y 3.20 2.50 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 1.70 1.30 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 6.30 4.40 3.20 2.50 1.90 1.60 Allowable Uniform Load q Span * Given loads are always “allowable characteristic live load” Uni - Channel Systems 41.0 SFSP Y 2 cm cm4 Cross Section Area (A) CCH-222 Moment of Inertia (I y ) channels C-Channel: Area of Shear (Az) cm4 kg/m Moment of Inertia (I z ) Self Weight (G) 17 0,07 cm4 0,82 kNm 2,32 kg/m C-Channel: cm2 Moment of Inertia (Iy) cm4 cm4 Moment of Inertia (Iz) min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 cm4 kNm kg/m Torsional Constant (IT) Plastic Moment cap. (Mpl,y) Self weight (G) BEAM LOADING GRAPH CCH-222 C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Allowable Loads Plastic Moment cap. (Mpl,y) Self weight (G) 7.00 C-Channel: Moment of Inertia (I y ) cm4 Moment of Inertia (I z ) q [KN/m] qkg/m ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 5.00 4.00 3.00 C-Channel: Area of Shear (Az) cm2 F [KN] 2.00 Moment of Inertia (Iy) F Moment of Inertia (Iz) 1.00 0.00 [Span] cm 50 60 70 80 90 cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) 100 125 150 175 200 225 250 275 300 C-Channel: Deflection @ Allowable Uniform Load CrossCSection Area (A) 41x41x2,5 Moment of Inertia 1,67 cm2 (I y ) 5,87 Moment of Inertia cm4 (I z ) 4 8,76 cm Self Weight (G) 2,72 cm3 171,52 cm6 0,07 cm4 35.00 30.00 cm2 cm4 Moment of Inertia (I y ) cm4 kg/m Moment of Inertia (I z ) 25.00 Self Weight (G) q [KN/m] C-Channel: Area of Shear (Az) Moment of Inertia (Iy) 20.00 cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m cm2 Moment of Inertia (Iy) 0.00 50 60 70 80 90 100 125 Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) 150 cm2 min. Section Modulus (Sy) Plastic Moment cap. (Mpl,y) Self weight (G) C-Channel: Area of Shear (Az) cm4 kg/m cm4 cm4 q 5.00 cm2 cm4 Moment of Inertia (Iz) u 15.00 10.00 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 0,82 kNm 2,32 kg/m C-Channel: Cross Section Area (A) cm4 cm4 min. Section Modulus (Sy) Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity mm cm2 cm4 Cross Section Area (A) Self Weight (G) 6.00 KN/m ... KN ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 175 200 Torsional Constant (IT) 225 Plastic Moment cap. (Mpl,y) Self weight (G) Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity Chosen Material: [Span] cmAllowable Bending Stress Allowable Shear Stress Modulus of Elasticity cm6 4 250 cm275 300 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² kNm kg/m ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Uniform Load @ Allowable Deflection q [KN/m] 3.00 2.50 L /360 L /360 KN/m 2.00 q [KN/m] 1.50 L /180 1.00 L /180 0.50 [Span] cm 0.00 80 SFSP 90 100 125 150 175 200 225 250 275 300 Uni - Channel Systems 18 channels Z 21.0 Y CCH-222 Y 41.0 41.0 Z Y Z Z 41.0 Load table for single beam with uniform (characteristic) Live-Load 22.0 22.0 This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too 21.0 According to DIN 18.800 7.0 41.0 41.0 41.0 CCH-222 C-Channel: 22.0 41 x 21 x 1.5 b2b Cross Section Area (A) 2.47 cm2 Moment of Inertia (Iy) 3.55 cm4 Moment of Inertia (Iz) 6.69 cm Self weight (G) 1.94 kg/m 22.0 7.0 42.0 4 82.0 41.0 41.0 allowable uniform Load 13 50 [cm] Case A Case B Case C Case D 50 16.00 16.00 16.00 16.00 60 16.00 16.00 16.00 16.00 70 16.00 16.00 16.00 13.00 80 16.00 16.00 16.00 10.00 90 16.00 16.00 16.00 9.00 100 16.00 16.00 16.00 7.00 125 15.00 16.00 16.00 5.00 150 11.00 16.00 16.00 3.70 175 9.00 15.00 16.00 2.80 200 7.00 13.00 16.00 2.20 225 6.00 11.00 16.00 x 250 5.00 9.00 15.00 x 275 4.40 8.00 13.00 x 300 3.70 7.00 11.00 x Length Case: 18.00 A C B D Case A Case B 16.00 Case C Case D 14.00 12.00 10.00 KN Allowable Central Load** 30 Allowable Central Load** [KN] Length Column Load Data Span (L) 8.00 6.00 4.00 2.00 0.00 [Length]cm 50 60 70 80 90 100 125 150 175 200 225 250 275 300 ** Given loads are always “allowable characteristic live load” Uni - Channel Systems SFSP CCH-240/241 19 channels Load table for single beam with uniform (characteristic) Live-Load ss Thickne Length rd a Stand s e h is Fin m : 1.5 m m : 3.00 ed, alvaniz . : Pre- G Galvanized ip D to H Z Y Y Y Z C-Channel: 41x41x1.5 Area of Shear (Az) 1.02 cm2 Moment of Inertia (Iy) 3.87 cm4 Moment of Inertia (Iz) 5.68 cm4 min. Section Modulus (Sy) 1.76 cm3 Warping Constant (Iw) 114.17 cm6 Torsional Constant (IT) 0.02 cm4 Plastic Moment cap. (Mpl,y) 0.52 kNm Self weight (G) 1.44 kg/m CCH-240/241 This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 Z CC H - 2 4 0 C 41x41x2,5 1,67 cm2 5,87 cm4 Z Y 41.0 Y cm2 cm4 A) ) Y 171,52 cm6 0,07 cm4 0,82 kNm 2,32 kg/m Z cm4 kg/m ) Chosen Material: 8,76 cm4 2,72 cm3 40 B = S 235 JRG2 Allowable Bending Stress 21,82 kN/cm2 Allowable Shear Stress 12,60 kN/cm2 Modulus of Elasticity 41.0 C-Channel: 17 2 2 21.000 kN/cmcm Cross Section Area (A) Moment of Inertia (I y ) cm4 Moment of Inertia (I z ) cm4 kg/m Self Weight (G) 22.0 Beam Load Data 7.0 7.0 41.0 Uniform Load* @ cm2 Span (L) cm4 cm4 [cm] s (Sy) 50 30 F [kN] 1.70 C-Channel: Area of Shear (Az) Deflection U [mm] 0.83 L / 360 Moment of Inertia (Iy) [L /X] Moment of Inertia (Iq) [kN/m] z 610 cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) 6.60 q [kN/m] cm4 kNm kg/m 6.60 4.60 1.40 1.19 500 82.0 70 3.30 1.20 1.59 440 80 2.60 1.00 2.13 380 90 2.00 0.90 2.63 340 100 1.60 0.80 3.20 310 125 1.00 0.60 4.89 260 0.70 1.00 150 0.73 0.50 7.40 200 0.40 0.70 175 0.53 0.50 9.96 180 0.30 0.50 200 0.41 0.40 13.14 150 0.20 0.30 225 0.32 0.36 16.42 140 x 0.24 250 0.26 0.33 20.34 120 x 0.18 275 0.22 0.30 25.20 110 x x 300 0.18 0.27 29.20 100 x x 41.0 Allowable Load F Span 4.60 L / 180 cm2 60 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 3 q [kN/m] 6.60 cm4 kNm kg/m (Mpl,y) Allowable Load* 7.0 cm6 T) ress ss 22.0 cm3 7.0 ) 41.0 Plastic Moment cap. (Mpl,y) Self weight (G) 3.30 2.60 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 1.90 1.40 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 4.60 3.30 2.60 2.00 1.60 Allowable Uniform Load q Span * Given loads are always “allowable characteristic live load” SFSP C Uni - Channel Systems 20 171,52 cm 0,07 cm4 0,82 kNm 2,32 kg/m C-Channel: channels CCH-240/241 cm2 cm4 Cross Section Area (A) Moment of Inertia (I y ) C-Channel: Area of Shear (Az) cm4 kg/m Moment of Inertia (I z ) Self Weight (G) Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) BEAM LOADING GRAPH CCH-240/241 C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity C-Channel: Allowable Loads Plastic Moment cap. (Mpl,y) Self weight (G) Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity KN/m ... KN 5.00 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² cm2 cm4 Cross Section Area (A) Moment of Inertia (I y ) cm4 kg/m Moment of Inertia (I z ) Self Weight (G) q [KN/m] 7.00 6.00 cm2 Moment of Inertia (Iy) q ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 4.00 C-Channel: Area of Shear (Az) 3.00 cm2 Moment of Inertia (Iy) F [KN] Moment of Inertia (Iz) 2.00 F min. Section Modulus (Sy) cm4 cm4 cm3 1.00 Warping Constant (Iw) cm6 Torsional Constant (IT) 0.00 Plastic Moment cap. (Mpl,y) Self weight (G) cm4 kNm kg/m [Span] cm 50 60 70 80 90 100 125 150 175 200 225 250 275 300 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² C-Channel: Deflection @ Allowable Uniform Load 5,87 Moment of Inertia cm4 (I z ) 4 8,76 cm Self Weight (G) 2,72 cm3 171,52 cm6 0,07 cm4 35.00 Cross Section Area (A) 25.00 Moment of Inertia (I z ) cm2 cm4 Moment of Inertia (I y ) cm4 kg/m q [KN/m] cm4 kg/m Self Weight (G) cm2 cm4 0,82 kNm 2,32 kg/m C-Channel: 30.00 20.00 mm CrossCSection Area (A) 41x41x2,5 Moment of Inertia 1,67 cm2 (I y ) C-Channel: Area of Shear (Az) u Moment of Inertia (Iy) cm2 15.00 Moment of Inertia (Iz) cm4 cm4 10.00 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m q 5.00 Plastic Moment cap. (Mpl,y) Self weight (G) C-Channel: Area of Shear (Az) 0.00 50 60 70 80 90 100 125 [Span] cm cm2 Moment of Inertia (Iy) 150 175 200 Moment of Inertia (I ) z 225 4 250cm4 275 cm min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 300 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Uniform Load @ Allowable Deflection q [KN/m] 3.00 2.50 L /360 L /360 KN/m 2.00 1.50 q [KN/m] 1.00 L /180 L /180 0.50 0.00 80 Uni - Channel Systems 90 100 125 150 175 200 225 250 275 300 [Span] cm SFSP CCH-240/241 21 channels Z Z Load table for single beam with uniform (characteristic) Live-Load Y Y Y Y This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 Z 41 x 41 x 1.5 Cross Section Area (A) 1.83 cm2 Moment of Inertia (Iy) 3.87 cm4 Moment of Inertia (Iz) 5.68 cm4 Self weight (G) 1.44 kg/m Z Z 21.0 Y Y 41.0 41.0 Y Z Z 41.0 22.0 22.0 7.0 allowable uniform Load 7.0 21.0 41.0 Allowable Central Load** [KN] 41.0 41.0 [cm] Case A Case B Case C Case D 50 12.00 12.00 12.00 60 12.00 12.00 12.00 12.00 70 12.00 12.00 12.0042.0 12.00 80 12.00 12.00 12.00 10.00 90 12.00 12.00 12.00 100 12.00 12.00 12.00 7.00 125 12.00 12.00 12.00 5.00 Length 22.0 12.00 22.0 7.0 7.0 Case: A B C 82.0 8.00 41.0 150 11.00 12.00 12.00 175 9.00 12.00 12.00 3.90 200 7.00 12.00 12.00 2.30 50 13 Length Span (L) Y 41.0 3.0030 225 6.00 10.00 12.00 1.90 250 5.00 9.00 12.00 x 275 4.60 8.00 12.00 x 300 3.90 7.00 11.00 x 14.00 D Column Load Data C-Channel: CCH-240/241 Z Case A Case C Case D 10.00 KN 8.00 6.00 4.00 2.00 0.00 [Length]cm 50 60 70 80 90 Allowable Central Load** Case B 12.00 100 125 150 175 200 225 250 275 300 ** Given loads are always “allowable characteristic live load” SFSP Uni - Channel Systems 22 Z channels CCH-242 Z Y Y Y Y Load table for single beam with uniform (characteristic) Live-Load Z This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 Z C-Channel: 41x 41x1.5 b2b Area of Shear (Az) 21.0 Y 1.43 cm2 Moment of Inertia (Iy) 21.11 cm Moment of Inertia (Iz) 11.37 cm4 41.0 4 min. Section Modulus (Sy) CCH-242 Y Z 5.15 cm3 22.0 22.0 95.85 cm6 Torsional Constant (IT) 0.04 cm4 Plastic Moment cap. (Mpl,y) 1.53 kNm Self weight (G) 2.88 kg/m 21.0 41.0 41.0 41.0 CC H - 2 4 2 22.0 22.0 7.0 7.0 1,67 cm2 5,87 cm4 8,76 cm4 2,72 cm3 40 B = S 235 JRG2 Allowable Bending Stress Allowable Shear Stress 2 cm cm4 Modulus of Elasticity 42.0 21,82 kN/cm2 171,52 cm6 0,07 cm4 Iz ) 82.0 12,60 kN/cm 2 0,82 kNm 2,32 kg/m 41.0 C-Channel: 21.000 kN/cm 2 Moment of Inertia (I y ) cm4 kg/m cm2 Iz) Span (L) cm4 cm4 cm2 cm4 Cross Section Area (A) cm4 41.0 kg/m Moment of Inertia (I z ) Self Weight (G) Beam Load Data Iy) 7.0 7.0 Warping Constant (Iw) Chosen Material: Iy) Thickn e Z Stand ss a Finish rd Length : 1.5 mm es : 3.00 Y Y 41.0 : Pre- m Galva niz Hot-D ip Ga ed, lvaniz ed. Z 41.0 C 41x41x2,5 a (A) Z Allowable Load* 50 13 30 C-Channel: Area of Shear (Az) Deflection Uniform Load* @ L / 360 Moment of Inertia (Iy) Moment of Inertia (Iz) L / 180 cm4 cm4 us (Sy) [cm] cm3 q [kN/m] F [kN] U [mm] [L /X] (Iw) cm6 50 4 19.20 4.80 0.44 1.130 60 13.30 4.00 0.63 950 70 9.80 3.40 0.86 810 80 7.50 3.00 1.13 710 90 5.90 2.70 1.42 630 100 4.80 2.40 1.76 570 125 3.10 1.90 2.78 450 3.10 3.10 150 2.10 1.60 3.90 380 2.10 2.10 175 1.60 1.40 5.51 320 1.40 1.60 200 1.10 1.10 6.46 310 0.90 1.10 225 0.80 0.90 7.53 300 0.70 0.80 250 0.58 0.70 8.32 300 0.50 0.60 275 0.44 0.60 9.24 300 0.40 0.40 300 0.34 0.50 10.11 300 0.30 0.30 (IT) p. (Mpl,y) Stress ress y cm kNm kg/m ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Allowable Load F Span q [kN/m] min. Section Modulus (S ) cm2 y 19.20 q [kN/m] cm3 19.20 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m 13.30 Plastic Moment cap. (Mpl,y) Self weight (G) 9.80 7.50 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 5.90 4.80 13.30 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 9.80 7.50 5.90 4.80 Allowable Uniform Load q Span * Given loads are always “allowable characteristic live load” Uni - Channel Systems SFSP 2 cm cm4 Cross Section Area (A) CCH-242 Moment of Inertia (I y ) channels C-Channel: Area of Shear (Az) cm4 kg/m Moment of Inertia (I z ) Self Weight (G) 23 0,07 cm4 0,82 kNm 2,32 kg/m C-Channel: cm2 Moment of Inertia (Iy) cm4 cm4 Moment of Inertia (Iz) min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 cm4 kNm kg/m Torsional Constant (IT) Plastic Moment cap. (Mpl,y) Self weight (G) BEAM LOADING GRAPH CCH-242 C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Allowable Loads Plastic Moment cap. (Mpl,y) Self weight (G) 25.00 C-Channel: Moment of Inertia (I y ) q [KN/m] qcm4 Moment of Inertia (I z ) kg/m Self Weight (G) 15.00 F [KN] C-Channel: Area of Shear (Az) 10.00 F Moment of Inertia (Iy) 5.00 0.00 [Span] cm 50 60 70 80 cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) 90 100 125 150 175 200 225 250 275 300 CrossCSection Area (A) 41x41x2,5 Moment of Inertia 1,67 cm2 (I y ) Deflection @ Allowable Uniform Load 5,87 Moment of Inertia cm4 (I z ) 4 8,76 cm Self Weight (G) 2,72 cm3 171,52 cm6 0,07 cm4 Cross Section Area (A) 10.00 Moment of Inertia (I z ) cm2 cm4 Moment of Inertia (I y ) cm4 kg/m Self Weight (G) C-Channel: Area of Shear (Az) q [KN/m] 8.00 Moment of Inertia (Iy) 6.00 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m q cm2 Moment of Inertia (Iy) 0.00 50 60 70 80 90 cm2 cm4 cm4 Plastic Moment cap. (Mpl,y) Self weight (G) C-Channel: Area of Shear (Az) cm4 kg/m Moment of Inertia (Iz) u 4.00 2.00 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² cm2 cm4 0,82 kNm 2,32 kg/m C-Channel: 12.00 cm2 Moment of Inertia (Iz) Chosen Material: Allowable Bending Stress Allowable Shear Stress C-Channel: Modulus of Elasticity mm cm2 cm4 Cross Section Area (A) ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 20.00 KN/m ... KN ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 [Span]Chosen cm Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 100 125 Warping 150 Constant 175 (I )200 225 250cm6 275 300 w cm4 kNm kg/m Torsional Constant (IT) Plastic Moment cap. (Mpl,y) Self weight (G) Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Uniform Load @ Allowable Deflection q [KN/m] 8.00 7.00 L /360 KN/m 6.00 5.00 q [KN/m] 4.00 3.00 L /180 2.00 L /180 1.00 0.00 80 SFSP L /360 90 100 125 150 175 200 225 250 275 300 [Span] cm Uni - Channel Systems 24 Z Z channels 21.0 Y Y 41.0 41.0 CCH-242 Y Y Z Z 41.0 22.0 Load table for single beam with uniform (characteristic) Live-Load 22.0 7.0 7.0 This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel41.0too According to DIN 18.800 21.0 41.0 41.0 22.0 CCH-242 C-Channel: 22.0 41 x 41 x 1.5 b2b Cross Section Area (A) 3.67 cm2 Moment of Inertia (Iy) 21.11 cm4 Moment of Inertia (Iz) 11.37 cm4 Self weight (G) 7.0 7.0 42.0 82.0 41.0 2.88 kg/m 41.0 allowable uniform Load 50 30 Allowable Central Load** [KN] [cm] Case A Case B Case C Case D 50 24.00 24.00 24.00 24.00 60 24.00 24.00 24.00 24.00 70 24.00 24.00 24.00 24.00 80 24.00 24.00 24.00 24.00 90 24.00 24.00 24.00 23.00 100 24.00 24.00 24.00 20.00 125 24.00 24.00 24.00 14.00 150 24.00 24.00 24.00 10.00 175 24.00 24.00 24.00 8.00 200 20.00 24.00 24.00 6.00 225 17.00 24.00 24.00 5.00 250 14.00 24.00 24.00 4.40 275 12.00 21.00 24.00 3.70 300 10.00 19.00 24.00 x Length Case: A B C D Length Column Load Data Span (L) 13 30.00 Case A Case C Case D 25.00 20.00 KN Allowable Central Load** Case B 15.00 10.00 5.00 0.00 [Length]cm 50 60 70 80 90 100 125 150 175 200 225 250 275 300 ** Given loads are always “allowable characteristic live load” Uni - Channel Systems SFSP CCH-320/321 Load table for single beam with uniform (characteristic) Live-Load This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 C-Channel: Z Z Y Y Y Y Z 41 x 21 x 2.0 Area of Shear (Az) 0.55 cm2 Moment of Inertia (Iy) 0.88 cm4 Moment of Inertia (Iz) 4.25 cm4 min. Section Modulus (Sy) 0.75 cm3 Warping Constant (Iw) 21.34 cm6 Torsional Constant (IT) 0.02 cm4 Plastic Moment cap. (Mpl,y) 0.24 kNm Self weight (G) 1.27 kg/m CCH-320/321 m : 2.0 m m : 3.00 ed, alvaniz . : Pre- G Galvanized Hot-Dip ss Thickne Length rd a Stand s e h is Fin Z CC H - 3 2 0 C 41x41x2,5 1,67 cm2 5,87 cm4 8,76 cm4 2,72 cm3 Z 21.0 Y cm2 cm4 A) ) Y 41.0 171,52 41.0 cm6 Y Y 0,07 cm4 0,82 kNm 2,32 kg/m Z Chosen Material: Z Allowable Bending Stress 21,82 kN/cm2 Allowable Shear Stress 12,60 kN/cm2 Modulus of Elasticity C-Channel: 21.000 kN/cm Moment of Inertia (I y ) Self Weight (G) 7.0 Beam Load Data 7.0 21.0 41.0 Uniform Load* @ 41.0 cm2 Span (L) [cm] s (Sy) 50 ) cm6 cm4 42.0 kNm kg/m 70 7.0 U [mm] L / 360 Moment of Inertia (Iy) [L /X] Moment of Inertia (Iq) [kN/m] z L / 180 cm4 cm4 q [kN/m] cm3 Warping Constant (Iw) cm6 0.70 1.54 320 1.90 0.60 2.17 280 Torsional Constant (IT) Self weight (G) 1.40 cm2 min. Section Modulus (Sy) 2.80 7.0 60 (Mpl,y) F [kN] C-Channel: Area of Shear (Az) Deflection 22.0 q [kN/m] 22.0 cm3 T) 41.0 Allowable Load* cm4 cm4 cm2 cm4 cm4 kg/m Moment of Inertia (I z ) 22.0 17 2 Cross Section Area (A) 41.0 22.0 C 40 B = S 235 JRG2 Z cm4 kg/m ) ress ss 25 channels 2.50 ) Plastic Moment cap. (M1.50 pl,y 2.80 1.90 0.50 2.96 240 1.10 0.40 3.97 200 90 0.90 0.41 5.20 170 100 0.70 0.3541.0 6.17 160 0.45 0.28 9.68 130 0.16 0.32 0.31 0.23 13.82 110 x 0.19 0.23 0.20 19.00 90 x x 200 0.17 0.17 23.96 80 x x 225 x x x x x x 250 x x x x x x 275 x x x x x x 300 x x x x x x 80 41.0 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 125 150 175 50 13 30 82.0 Allowable Load F Span 0.90 cm4 kNm kg/m 0.60 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 0.43 0.32 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 1.40 1.10 0.86 0.63 Allowable Uniform Load q Span * Given loads are always “allowable characteristic live load” SFSP Uni - Channel Systems 26 171,52 cm 0,07 cm4 0,82 kNm 2,32 kg/m C-Channel: channels CCH-320/321 cm2 cm4 Cross Section Area (A) Moment of Inertia (I y ) C-Channel: Area of Shear (Az) cm4 kg/m Moment of Inertia (I z ) Self Weight (G) Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) BEAM LOADING GRAPH CCH-320/321 C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity Allowable Loads Plastic Moment cap. (Mpl,y) Self weight (G) ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² C-Channel: cm2 cm4 Cross Section Area (A) Moment of Inertia (I y ) cm4 kg/m Moment of Inertia (I z ) q [KN/m] 3.00 Self Weight (G) 2.00 q ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 2.50 KN/m ... KN cm2 Moment of Inertia (Iy) 1.50 C-Channel: Area of Shear (Az) cm2 F [KN] 1.00 Moment of Inertia (Iy) 4 F cm4 Moment of Inertia (Iz) 0.50 0.00 [Span] cm 50 60 70 80 90 100 125 150 175 200 225 250 275 300 cm min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² C-Channel: mm Deflection @ Allowable Uniform Load 30.00 C-Channel: 25.00 Moment of Inertia (I y ) 20.00 Self Weight (G) CrossCSection Area (A) 41x41x2,5 Moment of Inertia 1,67 cm2 (I y ) 5,87 Moment of Inertia cm4 (I z ) 4 8,76 cm Self Weight (G) 2,72 cm3 171,52 cm6 0,07 cm4 q [KN/m] cm4 kg/m Moment of Inertia (I z ) C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) 15.00 Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 u 10.00 qTorsional Constant (I ) T Plastic Moment cap. (Mpl,y) Self weight (G) 5.00 C-Channel: Area of Shear (Az) 0.00 50 60 70 80 90 100 125 Moment of Inertia (Iy) Moment 150 of Inertia 175(Iz) cm2 200 min. Section Modulus (Sy) 225 cm4 cm4 275 250 cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity cm4 kg/m 0,82 kNm 2,32 kg/m cm2 cm4 Cross Section Area (A) cm2 cm4 cm4 kNm kg/m [Span] cm 300 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Uniform Load @ Allowable Deflection q [KN/m] 1.20 1.00 L /360 L /360 KN/m 0.80 0.60 q [KN/m] 0.40 L /180 L /180 0.20 0.00 80 Uni - Channel Systems 90 100 125 150 175 200 225 250 275 300 [Span] cm SFSP CCH-320/321 27 channels Z Z Load table for single beam with uniform (characteristic) Live-Load Y Y Y This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 Z CCH-240/241 C-Channel: CCH-320/321 Z 41 x 21 x 2.0 Cross Section Area (A) 1.62 cm2 Moment of Inertia (Iy) 0.88 cm4 Moment of Inertia (Iz) 4.25 cm4 Self weight (G) 1.27 kg/m Z Y 21.0 Y 41.0 41.0 Z Z Y Z 41.0 22.0 22.0 allowable uniform Load 7.0 21.0 41.0 Allowable Central Load** [KN] 41.0 Case A Case B Case C Case D 50 10.00 10.00 10.00 6.00 60 10.00 10.00 10.00 5.00 70 10.00 10.00 10.00 4.00 80 9.00 10.00 10.00 3.20 90 8.00 10.00 10.00 2.60 100 6.00 10.00 10.00 2.10 125 4.90 8.00 10.00 1.40 150 3.60 6.00 10.00 x 175 2.70 5.00 8.00 x 200 2.10 4.00 6.00 x 225 1.70 3.30 5.00 x 250 1.40 2.70 4.90 x 275 x 2.30 4.10 x 300 x 1.90 3.60 x 22.0 Length 22.0 7.0 Case: 42.0 C B A D 82.0 41.0 13 50 30 12.00 Case A Case C Case D 8.00 6.00 4.00 2.00 [Length]cm 0.00 50 60 70 80 90 100 125 150 175 200 225 250 275 Allowable Central Load** Case B 10.00 KN Column Load Data [cm] Length Span (L) 41.0 300 ** Given loads are always “allowable characteristic live load” SFSP Uni - Channel Systems 41.0 28 CCH-322 channels Z Y Y Y Load table for single beam with uniform (characteristic) Live-Load This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 CCH-322 C-Channel: Thickn e Stand ss a Finish rd Length : 1.5 mm es : 3.00 : Pre-Z m G Hot-D alvanized, ip Ga Y Y 21.0 lvaniz ed. 41x21x2.0 b2b Area of Shear (Az) 0.71 cm2 Moment of Inertia (Iy) 4.60 cm4 Moment of Inertia (Iz) 8.51 cm4 min. Section Modulus (Sy) 2.19 cm3 Z 41.0 Warping Constant (Iw) 19.76 cm6 Torsional Constant (IT) 0.06 cm4 Plastic Moment cap. (Mpl,y) 0.66 kNm Self weight (G) 2.54 kg/m 41.0 Z 22.0 7.0 21.0 41.0 41.0 CC H - 3 2 2 C 41x41x2,5 1,67 cm2 5,87 cm4 8,76 cm4 2,72 cm3 Chosen Material: Allowable Bending Stress 171,52 cm6 0,07 cm4 Iy) Iz ) Modulus of Elasticity cm2 cm4 7.0 21,82 kN/cm2 Allowable Shear Stress a (A) 22.0 40 B = S 235 JRG2 42.0 12,60 kN/cm2 0,82 kNm 2,32 kg/m 82.0 C-Channel: 21.000 kN/cm2 2 cm41.0 cm4 Cross Section Area (A) Moment of Inertia (I y ) cm4 kg/m cm4 kg/m Moment of Inertia (I z ) Self Weight (G) Beam Load Data Span4 (L) cm2 Iy) L / 360 Moment of Inertia (Iy) L / 180 cm2 F [kN] U [mm] [L /X] Moment of Inertia (Iz) cm4 cm4 50 8.20 2.10 0.86 580 min. Section Modulus (Sy) cm Warping Constant (Iw) cm6 60 5.70 1.70 1.24 480 Torsional Constant (IT) 70 4.20 1.50 1.70 410 cm4 kNm kg/m 80 3.20 1.30 2.21 360 90 2.50 1.10 2.76 330 100 2.00 1.00 3.37 300 125 1.30 0.80 5.35 230 0.80 1.30 150 0.90 0.70 7.68 200 0.50 0.90 175 0.67 0.60 10.59 170 0.30 0.60 200 0.51 0.50 13.75 150 0.20 0.40 225 0.40 0.50 17.27 130 x 0.30 250 0.33 0.40 21.72 120 x 0.20 275 0.27 0.37 26.02 110 x x 300 0.23 0.35 31.39 100 x x us (Sy) cm cm6 Stress ress y Deflection Uniform Load* @ q [kN/m] (Iw) p. (Mpl,y) C-Channel: Area of Shear (Az) 30 [cm] 3 Iz) cm cm4 (IT) Allowable Load* 13 50 4 cm kNm kg/m ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Allowable Load F Span q [kN/m] 8.20 5.70 Plastic Moment cap. (Mpl,y) Self weight (G) 4.20 3.20 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 2.30 1.60 q3 [kN/m] ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 8.20 5.70 4.20 3.20 2.50 2.00 Allowable Uniform Load q Span * Given loads are always “allowable characteristic live load” Uni - Channel Systems SFSP Y 2 cm cm4 Cross Section Area (A) CCH-322 Moment of Inertia (I y ) channels C-Channel: Area of Shear (Az) cm4 kg/m Moment of Inertia (I z ) Self Weight (G) 29 0,07 cm4 0,82 kNm 2,32 kg/m C-Channel: cm2 Moment of Inertia (Iy) cm4 cm4 Moment of Inertia (Iz) min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 cm4 kNm kg/m Torsional Constant (IT) Plastic Moment cap. (Mpl,y) Self weight (G) BEAM LOADING GRAPH CCH-322 C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) Moment of Inertia (Iz) min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Cross Section Area (A) Torsional Constant (IT) cm4 kNm kg/m Moment of Inertia (I y ) KN/m ... KN Allowable Loads Plastic Moment cap. (Mpl,y) Self weight (G) 9.00 8.00 7.00 6.00 5.00 4.00 3.00 2.00 1.00 0.00 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity C-Channel: cm4 cm4 cm4 kg/m Moment of Inertia (I z ) Self Weight (G) q [KN/m] q ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity cm2 cm4 C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) F [KN] Moment of Inertia (I ) z min. Section Modulus (Sy) [Span] cm 50 60 70 80 90 100 125 150 175 200 225 250 275 300 F cm4 cm4 cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² C-Channel: cm2 cm4 CrossCSection Area (A) 41x41x2,5 Moment of Inertia 1,67 cm2 (I y ) cm4 kg/m 5,87 Moment of Inertia cm4 (I z ) 4 8,76 cm Self Weight (G) Deflection @ Allowable Uniform Load 2,72 cm3 171,52 cm6 0,07 cm4 0,82 kNm 2,32 kg/m C-Channel: cm2 cm4 Cross Section Area (A) 35.00 Moment of Inertia (I y ) cm4 kg/m Moment of Inertia (I z ) 30.00 Self Weight (G) q [KN/m] C-Channel: Area of Shear (Az) mm 25.00 cm2 Moment of Inertia (Iy) 20.00 Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 u 15.00 Torsional Constant (IT) q Moment cap. (M Plastic pl,y) 10.00 5.00 Self weight (G) C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) cm4 Moment of Inertia (Iz) 0.00 50 60 70 80 90 100 125 cm4 min. Section Modulus (Sy) 150 Constant 175 (Iw)200 Warping 225 250cm6 275 Chosen Material: 300 [Span] cm Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity cm4 kNm kg/m Torsional Constant (IT) Plastic Moment cap. (Mpl,y) Self weight (G) Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity cm3 cm4 kNm kg/m ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Uniform Load @ Allowable Deflection q [KN/m] 3.50 3.00 L /360 L /360 KN/m 2.50 2.00 q [KN/m] 1.50 L /180 1.00 L /180 0.50 [Span] cm 0.00 80 SFSP 90 100 125 150 175 200 225 250 275 300 Uni - Channel Systems 30 channels CCH-322 Z 21.0 Y Y 41.0 41.0 Z Y Z Z 41.0 Load table for single beam with uniform (characteristic) Live-Load 22.0 22.0 This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 21.0 7.0 41.0 41.0 41.0 CCH-322 C-Channel: 41 x 21 x 2.0 b2b Cross Section Area (A) 3.67 cm Moment of Inertia (Iy) 21.11 cm4 Moment of Inertia (Iz) 11.37 cm4 22.0 22.0 2 Self weight (G) 7.0 42.0 82.0 2.88 kg/m 41.0 allowable uniform Load 13 50 30 Allowable Central Load** [KN] [cm] Case A Case B Case C Case D 50 24.00 24.00 24.00 24.00 60 24.00 24.00 24.00 24.00 70 24.00 24.00 24.00 24.00 80 24.00 24.00 24.00 24.00 90 24.00 24.00 24.00 23.00 100 24.00 24.00 24.00 20.00 125 24.00 24.00 24.00 14.00 150 24.00 24.00 24.00 10.00 175 24.00 24.00 24.00 8.00 200 20.00 24.00 24.00 6.00 225 17.00 24.00 24.00 5.00 250 14.00 24.00 24.00 4.40 275 12.00 21.00 24.00 3.70 300 10.00 19.00 24.00 x Length Case: A B C D Length Column Load Data Span (L) 41.0 25.00 Case A Case C Case D 20.00 15.00 KN Allowable Central Load** Case B 10.00 5.00 [Length]cm 0.00 50 60 70 80 90 100 125 150 175 200 225 250 275 300 ** Given loads are always “allowable characteristic live load” Uni - Channel Systems SFSP CCH-340/341 31 channels Load table for single beam with uniform (characteristic) Live-Load ss Thickne Length rd a Stand s e h is Fin Y m : 2.0 m m : 3.00 ed, alvaniz ized. G re P : an lv a G Hot-Dip C-Channel: 41x41x2.0 Area of Shear (Az) 1.34 cm2 Z Moment of Inertia (Iy) 4.59 cm4 Moment of Inertia (Iz) 6.99 cm4 min. Section Modulus (Sy) 2.18 cm3 Y Y Warping Constant (Iw) 138.49 cm6 Torsional Constant (IT) 0.03 cm4 Plastic Moment cap. (Mpl,y) 0.64 kNm Self weight (G) 1.83 kg/m CCH-340/341 This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 Z CC H - 3 4 0 C 41x41x2,5 1,67 cm2 5,87 cm4 Z Chosen Material: 8,76 cm4 2,72 cm3 Y Y 41.0 cm2 cm4 A) ) Y 0,82 kNm 2,32 kg/m Z cm4 kg/m ) 171,52 cm6 0,07 cm4 40 B = S 235 JRG2 Allowable Bending Stress 21,82 kN/cm2 Allowable Shear Stress 12,60 kN/cm2 Modulus of Elasticity 41.0 C-Channel: 17 2 2 21.000 kN/cmcm Cross Section Area (A) Moment of Inertia (I y ) cm4 Moment of Inertia (I z ) cm4 kg/m Self Weight (G) 22.0 7.0 7.0 Uniform Load* @ cm Span (L) 4 2 cm cm4 [cm] s (Sy) cm3 ) 7.0 cm6 T) cm4 kNm kg/m 41.0 22.0 60 q [kN/m] C-Channel: Area of Shear (Az) Deflection L / 360 Moment of Inertia (Iy) F [kN] U [mm] [L /X] Moment of Inertia (Iq) [kN/m] 8.10 2.00 0.85 580 5.60 1.70 1.23 490 z L / 180 cm2 cm4 cm4 q [kN/m] min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 8.10 cm4 kNm kg/m 5.60 8.10 Torsional Constant (IT) ) Plastic Moment cap. (M5.60 pl,y Self weight (G) 70 4.10 1.40 1.66 420 80 3.20 1.30 2.21 360 90 2.50 1.10 2.77 320 100 2.00 1.00 3.38 300 125 1.30 0.80 5.36 230 0.80 1.30 150 0.90 0.70 7.69 190 0.50 0.90 175 0.66 0.60 10.45 170 0.30 0.60 200 0.51 0.50 13.78 150 0.20 0.40 225 0.40 0.50 17.31 130 x 0.30 250 0.32 0.40 21.11 120 x 0.20 275 0.27 0.37 26.07 110 x x 300 0.23 0.35 31.46 100 x x 82.0 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 0 Allowable Load* 7.0 50 (Mpl,y) ress ss Beam Load Data 41.0 41.0 Allowable Load F Span 4.10 3.20 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 2.30 1.60 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 4.10 3.20 2.50 2.00 Allowable Uniform Load q Span * Given loads are always “allowable characteristic live load” SFSP C Uni - Channel Systems 32 171,52 cm6 0,07 cm4 0,82 kNm 2,32 kg/m C-Channel: channels CCH-340/341 cm2 cm4 Cross Section Area (A) Moment of Inertia (I y ) C-Channel: Area of Shear (Az) cm4 kg/m Moment of Inertia (I z ) Self Weight (G) C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity C-Channel: Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Cross Section Area (A) Torsional Constant (IT) cm4 kNm kg/m Moment of Inertia (I y ) Allowable Loads KN/m ... KN Moment of Inertia (Iz) Plastic Moment cap. (Mpl,y) Self weight (G) BEAM LOADING GRAPH CCH-340/341 Plastic Moment cap. (Mpl,y) Self weight (G) 9.00 8.00 7.00 6.00 5.00 4.00 3.00 2.00 1.00 0.00 cm2 Moment of Inertia (Iy) ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² cm4 kg/m Moment of Inertia (I z ) Self Weight (G) q [KN/m] q ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity cm2 cm4 C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) F [KN] Moment of Inertia (Iz) min. Section Modulus (Sy) [Span] cm 50 60 70 80 F cm4 cm4 cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) 90 100 125 150 175 200 225 250 275 300 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² C-Channel: CrossCSection Area (A) 41x41x2,5 Moment of Inertia 1,67 cm2 (I y ) mm Deflection @ Allowable Uniform Load 35.00 C-Channel: 30.00 Moment of Inertia (I y ) 25.00 Self Weight (G) 5,87 Moment of Inertia cm4 (I z ) 4 8,76 cm Self Weight (G) 2,72 cm3 171,52 cm6 0,07 cm4 q [KN/m] cm4 kg/m Moment of Inertia (I z ) C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) 20.00 Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 u 15.00 qWarping Constant (I ) w 10.00 Torsional Constant (IT) 5.00 Plastic Moment cap. (Mpl,y) Self weight (G) C-Channel: Area of Shear (Az) 0.00 cm2 Moment of Inertia (Iy) 50 60 70 80 90 100 125 [Span] cm cm4 Moment of Inertia (Iz) 150 175 200 min. Section Modulus (S ) y 225 4 cm 250 275 3 cm Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity cm4 kg/m 0,82 kNm 2,32 kg/m cm2 cm4 Cross Section Area (A) cm2 cm4 300 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity cm6 cm4 kNm kg/m ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Uniform Load @ Allowable Deflection q [KN/m] 3.50 3.00 L /360 KN/m 2.50 L /360 2.00 q [KN/m] 1.50 1.00 L /180 L /180 0.50 0.00 [Span] cm 80 Uni - Channel Systems 90 100 125 150 175 200 225 250 275 300 SFSP CCH-340/341 33 channels Z Z Load table for single beam with uniform (characteristic) Live-Load Y Y Y Y This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 Z CCH-240/241 41 x 41 x 2.0 Cross Section Area (A) 2.33 cm2 Moment of Inertia (Iy) 4.59 cm4 Moment of Inertia (Iz) 6.99 cm Self weight (G) 1.83 kg/m Z Z 21.0 Y Y 41.0 Y Y 4 41.0 Z Z 41.0 22.0 allowable uniform Load 22.0 7.0 7.0 21.0 Allowable Central Load** [KN] [cm] Case A Case B Case C Case D 50 15.00 15.00 15.00 15.00 22.0 60 15.00 15.00 15.00 15.00 70 15.00 15.00 15.00 80 15.00 15.00 15.00 12.00 41.0 Length 22.0 7.0 7.0 90 15.00 15.00 15.00 10.00 41.0 100 15.00 15.00 15.00 9.00 125 15.00 15.00 15.00 6.00 150 13.00 15.00 15.00 4.70 175 11.00 15.00 15.00 200 9.00 15.00 15.00 2.80 225 7.00 13.00 15.00 2.20 250 6.00 11.00 15.00 x 275 5.00 9.00 15.00 x 300 4.70 8.00 13.00 x 50 A Case: 15.00 42.0 B C D 82.0 Length Span (L) 41.0 41.0 41.0 3.6013 30 16.00 Column Load Data C-Channel: CCH-340/341 Z Case A Case C Case D 12.00 KN 10.00 8.00 6.00 4.00 2.00 [Length]cm 0.00 50 60 70 80 90 100 125 150 175 200 225 250 275 Allowable Central Load** Case B 14.00 300 ** Given loads are always “allowable characteristic live load” SFSP Uni - Channel Systems 34 Z channels CCH-342 Z Y Y Y Y Load table for single beam with uniform (characteristic) Live-Load Z This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 Z C-Channel: 41x41x2.0 b2b Area of Shear (Az) Y 1.88 cm2 Moment of Inertia (Iy) 26.81 cm Moment of Inertia (Iz) 14.04 cm4 41.0 Z 4 min. Section Modulus (Sy) CCH-342 Y 21.0 6.62 cm3 22.0 22.0 113.65 cm6 Torsional Constant (IT) 0.08 cm4 Plastic Moment cap. (Mpl,y) 1.98 kNm Self weight (G) 3.76 kg/m 21.0 41.0 41.0 41.0 CC H - 3 4 2 22.0 22.0 7.0 7.0 1,67 cm2 5,87 cm4 8,76 cm4 2,72 cm3 40 B = S 235 JRG2 Allowable Bending Stress 21,82 kN/cm Allowable Shear Stress Modulus of Elasticity cm2 cm4 42.0 2 171,52 cm6 0,07 cm4 Iz ) 82.0 12,60 kN/cm 2 0,82 kNm 2,32 kg/m 41.0 C-Channel: 21.000 kN/cm 2 Moment of Inertia (I y ) cm4 kg/m Span4 (L) cm2 Self Weight (G) 13 30 C-Channel: Area of Shear (Az) Deflection Uniform Load* @ L / 360 Moment of Inertia (Iy) L / 180 cm2 q [kN/m] F [kN] U [mm] [L /X] Moment of Inertia (Iz) cm4 cm4 50 24.70 6.20 0.45 1.120 min. Section Modulus (Sy) cm Warping Constant (Iw) cm6 60 17.10 5.10 0.64 940 Torsional Constant (IT) 70 12.60 4.40 0.87 800 cm4 kNm kg/m 80 9.60 3.80 1.14 700 90 7.60 3.40 1.44 620 100 6.20 3.10 1.79 560 125 3.90 2.40 2.75 450 3.90 3.90 150 2.70 2.00 3.9 380 2.70 2.70 175 2.00 1.80 5.42 320 1.80 2.00 200 1.50 1.50 6.4 290 1.20 1.50 225 1.10 1.20 8.15 280 0.80 1.10 250 0.90 1.10 10.16 250 0.60 0.90 275 0.66 0.90 10.91 250 0.50 0.70 300 0.52 0.80 12.18 250 0.40 0.50 us (Sy) cm (Iw) cm6 Stress ress y Allowable Load* 41.0 [cm] 3 Iz) cm cm4 p. (Mpl,y) cm4 kg/m Moment of Inertia (I z ) Beam Load Data (IT) cm2 cm4 Cross Section Area (A) 50 Iy) 7.0 7.0 Warping Constant (Iw) Chosen Material: Iy) Thickn Z e Stand ss a Finish rd Length : 2.0 mm es : 3.00 Y Y 41.0 : Pre- m Galva n iz Hot-D ip Ga ed, lvaniz Z ed. 41.0 C 41x41x2,5 a (A) Z 4 cm kNm kg/m ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Allowable Load F Span q [kN/m] 24.70 17.10 Plastic Moment cap. (Mpl,y) Self weight (G) 12.60 9.60 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 7.60 6.20 q3 [kN/m] 24.70 17.10 12.60 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 9.60 7.60 6.20 Allowable Uniform Load q Span * Given loads are always “allowable characteristic live load” Uni - Channel Systems SFSP cm2 cm4 Cross Section Area (A) CCH-342 Moment of Inertia (I y ) channels C-Channel: Area of Shear (Az) cm4 kg/m Moment of Inertia (I z ) Self Weight (G) 35 0,82 kNm 2,32 kg/m C-Channel: cm2 Moment of Inertia (Iy) cm4 cm4 Moment of Inertia (Iz) min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 cm4 kNm kg/m Torsional Constant (IT) Plastic Moment cap. (Mpl,y) Self weight (G) BEAM LOADING GRAPH CCH-342 C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Allowable Loads Plastic Moment cap. (Mpl,y) Self weight (G) C-Channel: Moment of Inertia (I y ) KN/m ... KN cm4 kg/m Moment of Inertia (I z ) Self Weight (G) q [KN/m] q ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity cm2 cm4 Cross Section Area (A) 30.00 25.00 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 20.00 15.00 C-Channel: Area of Shear (Az) cm2 Moment of F Inertia [KN] (Iy) 10.00 Moment of Inertia (Iz) min. Section Modulus (Sy) 5.00 0.00 60 70 80 90 cm4 cm4 cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) [Span] cm 50 F 100 125 150 175 200 225 250 275 300 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² C-Channel: cm2 cm4 CrossCSection Area (A) 41x41x2,5 Moment of Inertia 1,67 cm2 (I y ) Deflection @ Allowable Uniform Load cm4 kg/m 5,87 Moment of Inertia cm4 (I z ) 4 8,76 cm Self Weight (G) 2,72 cm3 171,52 cm6 0,07 cm4 14.00 C-Channel: 12.00 Moment of Inertia (I y ) 10.00 Self Weight (G) 0,82 kNm 2,32 kg/m cm2 cm4 Cross Section Area (A) q [KN/m] cm4 kg/m Moment of Inertia (I z ) C-Channel: Area of Shear (Az) mm cm2 Moment of Inertia (Iy) Moment of Inertia (Iz) cm4 cm4 6.00 min. Section Modulus (Sy) cm3 4.00 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m 8.00 u q 2.00 Plastic Moment cap. (Mpl,y) Self weight (G) C-Channel: Area of Shear (Az) 0.00 cm2 Moment of Inertia (Iy) 50 60 70 80 90 100 125 Moment of Inertia (Iz) 150 175 200 min. Section Modulus (Sy) 225 cm4 cm4 250cm3 275 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity [Span] cm Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 300 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Uniform Load @ Allowable Deflection q [KN/m] 12.00 10.00 L /360 KN/m 8.00 6.00 q [KN/m] 4.00 L /180 2.00 L /180 [Span] cm 0.00 80 SFSP L /360 90 100 125 150 175 200 225 250 275 300 Uni - Channel Systems 36 Z Z channels 21.0 Y Y 41.0 CCH-342 Y 41.0 Y Z Z 41.0 22.0 22.0 Load table for single beam with uniform (characteristic) Live-Load 7.0 7.0 This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel41.0too According to DIN 18.800 21.0 41.0 41.0 22.0 CCH-342 C-Channel: 22.0 41 x 41 x 2.0 b2b Cross Section Area (A) 4.79 cm2 Moment of Inertia (Iy) 26.81 cm4 Moment of Inertia (Iz) 14.04 cm 7.0 7.0 42.0 82.0 4 Self weight (G) 41.0 3.76 kg/m 41.0 30 Allowable Central Load** [KN] [cm] Case A Case B Case C Case D 50 31.00 31.00 31.00 31.00 60 31.00 31.00 31.00 31.00 70 31.00 31.00 31.00 31.00 80 31.00 31.00 31.00 31.00 90 31.00 31.00 31.00 29.00 100 31.00 31.00 31.00 25.00 125 31.00 31.00 31.00 18.00 150 31.00 31.00 31.00 13.00 175 30.00 31.00 31.00 10.00 200 25.00 31.00 31.00 8.00 225 21.00 31.00 31.00 6.00 250 18.00 30.00 31.00 5.00 275 15.00 26.00 31.00 4.60 300 13.00 23.00 31.00 x Length Case: B A C D Length Column Load Data Span (L) allowable uniform Load 13 50 35.00 Case A Case C Case D 30.00 25.00 20.00 KN Allowable Central Load** Case B 15.00 10.00 5.00 [Length]cm 0.00 50 60 70 80 90 100 125 150 175 200 225 250 275 300 ** Given loads are always “allowable characteristic live load” Uni - Channel Systems SFSP CCH-420/421 Load table for single beam with uniform (characteristic) Live-Load ss Thickne Length rd a Stand s e h is Fin m : 2.5 m m : 3.00 ed, alvaniz nized. G re P : a lv a G Hot-Dip Z Z Y Y Y Y Z C-Channel: 41x21x2.5 Area of Shear (Az) 0.67 cm2 Moment of Inertia (Iy) 1.03 cm4 Moment of Inertia (Iz) 5.07 cm4 min. Section Modulus (Sy) 0.89 cm3 Warping Constant (Iw) 24.34 cm6 Torsional Constant (IT) 0.06 cm4 Plastic Moment cap. (Mpl,y) 0.29 kNm Self weight (G) 1.56 kg/m CCH-420/421 This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 Z CC H - 4 2 0 C 41x41x2,5 1,67 cm2 5,87 cm4 21.0 Y cm2 cm4 ) 41.0 Y 6 41.0 cm 171,52 Y Y 0,07 cm4 0,82 kNm 2,32 kg/m Z 21,82 kN/cm2 Allowable Shear Stress 12,60 kN/cm2 Modulus of Elasticity 41.0 Cross Section Area (A) Moment of Inertia (I y ) cm4 Moment of Inertia (I z ) cm4 kg/m 22.0 7.0 7.0 21.0 Beam Load Data 41.0 41.0 41.0 cm2 Span (L) cm4 Allowable Load* cm4 [cm] s (Sy) C-Channel: Area of Shear (Az) Deflection 22.0 cm2 L / 360 Moment of Inertia (Iy) Moment of Inertia (Iz) L / 180 F [kN] 50 3.30 0.80 1.55 320 60 2.30 0.70 2.24 270 70 1.70 0.60 3.07 230 1.30 0.50 4.01 200 90 1.00 0.50 4.94 180 100 0.80 0.40 6.02 170 0.53 0.33 9.74 130 0.19 0.38 T) cm4 kNm 42.0 kg/m 80 41.0 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 125 150 13 82.0 7.0 41.0 [L /X] min. Section Modulus q (S [kN/m] ) cm4 cm4 7.0 cm6 U [mm] Uniform Load* @ q [kN/m] 22.0 cm3 ) (Mpl,y) 17 21.000 kN/cmcm2 2 C-Channel: Self Weight (G) 22.0 y Warping Constant (Iw) Torsional Constant (IT) 3.00 1.70 Plastic Moment cap. (Mpl,y) Self weight (G) 1.10 0.70 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 0.50 0.40 cm3 q [kN/m] cm6 cm4 kNm kg/m ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 3.30 2.30 1.70 1.30 1.00 0.70 0.37 0.28 14.09 110 x 0.22 175 0.27 0.24 19.05 90 x x 200 0.21 0.21 25.28 80 x x 225 0.16 0.28 30.86 70 x x 250 x x x x x x 275 x x x x x x 300 x x x x x x 50 30 Allowable Load F Span Allowable Uniform Load q Span * Given loads are always “allowable characteristic live load” SFSP C 40 B = S 235 JRG2 Allowable Bending Stress Z cm4 kg/m ) Chosen Material: Z 8,76 cm4 2,72 cm3 Z A) ress ss 37 channels Uni - Channel Systems 38 0,07 cm4 0,82 kNm 2,32 kg/m C-Channel: cm2 cm4 Cross Section Area (A) channels Moment of Inertia (I y ) CCH-420/421 C-Channel: Area of Shear (Az) cm4 kg/m Moment of Inertia (I z ) Self Weight (G) C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) KN/m ... KN min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity C-Channel: cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Cross Section Area (A) Torsional Constant (IT) cm4 kNm kg/m Moment of Inertia (I y ) Plastic Moment cap. (Mpl,y) Self weight (G) cm2 cm4 cm4 kg/m Moment of Inertia (I z ) Self Weight (G) q [KN/m] q ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 2.50 cm4 cm4 Moment of Inertia (Iz) Allowable Loads 3.00 Moment of Inertia (Iz) Plastic Moment cap. (Mpl,y) Self weight (G) BEAM LOADING GRAPH CCH-420/421 3.50 cm2 Moment of Inertia (Iy) 2.00 C-Channel: Area of Shear (Az) 1.50 cm2 Moment of Inertia (Iy) cm4 cm4 F [KN] 1.00 Moment of Inertia (Iz) 0.50 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m min. Section Modulus (Sy) 0.00 [Span] cm 50 60 70 80 90 F cm3 Plastic Moment cap. (Mpl,y) Self weight (G) 100 125 150 175 200 225 250 275 300 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² C-Channel: cm2 cm4 CrossCSection Area (A) 41x41x2,5 Moment of Inertia 1,67 cm2 (I y ) mm Deflection @ Allowable Uniform Load 35.00 C-Channel: 30.00 Moment of Inertia (I y ) 25.00 Self Weight (G) 2,72 cm3 171,52 cm6 0,07 cm4 0,82 kNm 2,32 kg/m cm2 cm4 Cross Section Area (A) q [KN/m] cm4 kg/m Moment of Inertia (I z ) cm4 kg/m 5,87 Moment of Inertia cm4 (I z ) 4 8,76 cm Self Weight (G) C-Channel: Area of Shear (Az) cm2 u Moment of Inertia (I ) 20.00 Moment of Inertia (Iy) z qmin. Section Modulus (S ) 15.00 y 10.00 5.00 cm2 Moment of Inertia (Iy) 50 60 70 80 90 100 125 Moment of Inertia (Iz) 150 175 cm6 Torsional Constant (IT) cm4 kNm kg/m [Span] cm cm4 200 min. Section Modulus (Sy) 225 4 cm 275 250 3 cm Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity cm3 Warping Constant (Iw) Plastic Moment cap. (Mpl,y) Self weight (G) C-Channel: Area of Shear (Az) 0.00 cm4 cm4 300 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Uniform Load @ Allowable Deflection q [KN/m] 1.40 1.20 L /360 KN/m 1.00 L /360 0.80 q [KN/m] 0.60 0.40 L /180 L /180 0.20 0.00 [Span] cm 80 Uni - Channel Systems 90 100 125 150 175 200 225 250 275 300 SFSP CCH-420/421 39 channels Z Z Load table for single beam with uniform (characteristic) Live-Load Y Y Y Y This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 Z CCH-240/241 41 x 41 x 2.5 Cross Section Area (A) 1.99 cm2 Moment of Inertia (Iy) 1.03 cm4 Moment of Inertia (Iz) 5.07 cm4 Self weight (G) 1.56 kg/m Z Z 21.0 Y Y 41.0 Y Z Z 41.0 22.0 22.0 allowable uniform 7.0 Load 7.0 21.0 Span (L) Y 41.0 41.0 41.0 Allowable Central Load** [KN] 41.0 [cm] Case A Case B Case C Case D 50 13.00 13.00 13.00 22.0 8.00 60 13.00 13.00 13.00 70 13.00 13.00 13.00 80 11.00 13.00 13.00 3.70 90 9.00 13.00 13.00 41.0 3.00 100 8.00 13.00 13.00 2.50 125 5.00 10.00 13.00 x 150 4.20 7.00 12.00 Length 22.0 7.0 7.0 6.00 175 3.20 5.00 10.00 x 200 2.50 4.70 8.00 225 2.00 3.80 6.00 x 250 x 3.20 5.00 x 275 x 2.70 4.90 x 300 x 2.30 4.20 x B C D 82.0 Length x 50 A Case: 4.70 42.0 41.0 13 30 x 14.00 Column Load Data C-Channel: CCH-420/421 Z Case A Case C Case D 12.00 10.00 KN 8.00 6.00 4.00 2.00 0.00 Allowable Central Load** Case B [Length]cm 50 60 70 80 90 100 125 150 175 200 225 250 275 300 ** Given loads are always “allowable characteristic live load” SFSP Uni - Channel Systems 40 CCH-422 channels Z Y Y Y Load table for single beam with uniform (characteristic) Live-Load This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 C-Channel: 0.88 cm2 Moment of Inertia (Iy) 5.55 cm4 Moment of Inertia (Iz) 10.14 cm4 min. Section Modulus (Sy) CCH-422 Thickn e Stand ss a Finish rd Length : 2.5 mm es : 3.00 : Pre- Z m Ga Hot-D lvanized, Y ip Ga Y 21.0 lvaniz ed. 41x21x2.5 b2b Area of Shear (Az) Z 41.0 41.0 Z 2.65 cm3 Warping Constant (Iw) 22.30 cm6 Torsional Constant (IT) 0.12 cm4 Plastic Moment cap. (Mpl,y) 0.82 kNm Self weight (G) 3.13 kg/m 22.0 7.0 21.0 41.0 41.0 CC H - 4 2 2 C 41x41x2,5 Chosen Material: 1,67 cm2 5,87 cm4 8,76 cm4 2,72 cm3 Allowable Bending Stress 171,52 cm6 a (A) Iy) Iz ) cm cm4 Modulus of Elasticity 7.0 21,82 kN/cm2 Allowable Shear Stress0,07 2 22.0 40 B = S 235 JRG2 42.0 12,60 kN/cm2 cm4 0,82 kNm 2,32 kg/m 82.0 C-Channel: 21.000 kN/cm2 2 cm 41.0 cm4 Cross Section Area (A) Moment of Inertia (I y ) 4 cm kg/m cm4 kg/m Moment of Inertia (I z ) Self Weight (G) Beam Load Data cm2 Iy) Iz) Span cm4 (L) Allowable Load* C-Channel: Area of Shear (Az) Deflection L / 360 Moment of Inertia (Iy) q [kN/m] F [kN] U [mm] [L /X] Moment of Inertia (Iz) us (Sy) [cm] cm3 (Iw) cm6 9.90 2.50 0.86 580 Warping Constant (Iw) 9.90 Torsional Constant (I ) Plastic Moment cap. (Mpl,y) Self weight (G) (IT) p. (Mpl,y) Stress ress y 30 Uniform Load* @ cm4 50 cm4 13 50 q [kN/m] min. Section Modulus (S ) y T L / 180 cm4 cm4 q [kN/m] cm3 cm6 cm4 kNm kg/m 9.90 60 6.90 2.10 1.25 480 70 5.00 1.80 1.68 420 80 3.90 1.60 2.23 360 90 3.00 1.40 2.75 330 100 2.50 1.30 3.49 290 2.00 2.50 125 1.60 1.00 5.46 230 1.00 1.60 150 1.10 0.80 7.78 190 0.60 1.10 175 0.80 0.70 10.48 170 0.40 0.70 200 0.62 0.60 13.85 140 0.20 0.50 225 0.49 0.60 17.54 130 0.20 0.30 250 0.39 0.50 21.27 120 x 0.30 275 0.33 0.50 26.36 100 x 0.20 300 0.27 0.40 30.54 100 x x kNm kg/m ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Allowable Load F Span 6.90 cm2 5.00 3.90 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 2.70 6.90 5.00 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 3.90 3.00 Allowable Uniform Load q Span * Given loads are always “allowable characteristic live load” Uni - Channel Systems SFSP Y 2 cm cm4 Cross Section Area (A) CCH-422 Moment of Inertia (I y ) channels C-Channel: Area of Shear (Az) cm4 kg/m Moment of Inertia (I z ) Self Weight (G) 41 0,07 cm4 0,82 kNm 2,32 kg/m C-Channel: cm2 Moment of Inertia (Iy) cm4 cm4 Moment of Inertia (Iz) min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 cm4 kNm kg/m Torsional Constant (IT) Plastic Moment cap. (Mpl,y) Self weight (G) BEAM LOADING GRAPH CCH-422 C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) Moment of Inertia (Iz) min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Cross Section Area (A) Torsional Constant (IT) cm4 kNm kg/m Moment of Inertia (I z ) Allowable Loads Plastic Moment cap. (Mpl,y) Self weight (G) KN/m ... KN 8.00 cm4 kg/m Self Weight (G) q [KN/m] q ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity cm2 cm4 Moment of Inertia (I y ) 12.00 10.00 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress C-Channel: Modulus of Elasticity cm4 cm4 C-Channel: Area of Shear (Az) 6.00 cm2 Moment of Inertia (Iy) cm4 cm4 [KN](Iz) Moment ofFInertia 4.00 min. Section Modulus (Sy) 2.00 0.00 [Span] cm 50 60 70 80 90 F cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) 100 125 150 175 200 225 250 275 300 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² C-Channel: cm2 cm4 CrossCSection Area (A) 41x41x2,5 Moment of Inertia 1,67 cm2 (I y ) Deflection @ Allowable Uniform Load 2,72 Cross Section Area (A) 0,82 kNm 2,32 kg/m 30.00 Moment of Inertia (I z ) q [KN/m] cm4 kg/m Self Weight (G) 25.00 mm cm2 cm4 Moment of Inertia (I y ) cm3 171,52 cm6 0,07 cm4 C-Channel: 35.00 cm4 kg/m 5,87 Moment of Inertia cm4 (I z ) 4 8,76 cm Self Weight (G) C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) 20.00 Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 15.00 qTorsional Constant (I ) Warping Constant (Iw) cm6 u T 10.00 Plastic Moment cap. (Mpl,y) Self weight (G) 5.00 C-Channel: Area of Shear (Az) 0.00 Moment of Inertia (Iz) cm2 Moment of Inertia (Iy) 50 60 70 80 90 100 125 cm4 kNm kg/m cm4 cm4 min. Section Modulus (Sy) 150 175 200 Warping Constant (I ) w 225 250 275 cm6 300 Chosen Material: [Span] cm Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity cm4 kNm kg/m Torsional Constant (IT) Plastic Moment cap. (Mpl,y) Self weight (G) Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity cm3 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² KN/m Uniform Load @ Allowable Deflection q [KN/m] 4.50 4.00 3.50 3.00 2.50 2.00 1.50 1.00 0.50 0.00 L /360 q [KN/m] L /180 L /180 [Span] cm 80 SFSP L /360 90 100 125 150 175 200 225 250 275 300 Uni - Channel Systems 42 channels CCH-422 Z 21.0 Y Y 41.0 41.0 Z Y Z Z 41.0 Load table for single beam with uniform (characteristic) Live-Load 22.0 22.0 This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too 21.0 According to DIN 18.800 7.0 41.0 41.0 41.0 CCH-422 C-Channel: 41 x 21 x 2.5 b2b Cross Section Area (A) 3.99 cm2 Moment of Inertia (Iy) 5.55 cm4 Moment of Inertia (Iz) 10.14 cm4 Self weight (G) 22.0 22.0 7.0 42.0 82.0 3.13 kg/m 41.0 41.0 allowable uniform Load 13 50 Allowable Central Load** [KN] [cm] Case A Case B Case C Case D 50 26.00 26.00 26.00 26.00 60 26.00 26.00 26.00 25.00 70 26.00 26.00 26.00 20.00 80 26.00 26.00 26.00 17.00 90 26.00 26.00 26.00 14.00 100 26.00 26.00 26.00 11.00 125 24.00 26.00 26.00 8.00 150 18.00 26.00 26.00 5.00 175 14.00 24.00 26.00 4.40 200 11.00 20.00 26.00 3.50 225 9.00 17.00 26.00 x 250 8.00 14.00 24.00 x 275 6.00 12.00 21.00 x 300 5.00 11.00 18.00 x Length Case: B A 30.00 D Case A Case B Case C Case D 25.00 20.00 15.00 KN Allowable Central Load** C Length Column Load Data Span (L) 30 10.00 5.00 [Length]cm 0.00 50 60 70 80 90 100 125 150 175 200 225 250 275 300 ** Given loads are always “allowable characteristic live load” Uni - Channel Systems SFSP CCH-440/441 43 channels Load table for single beam with uniform (characteristic) Live-Load ss Thickne Length rd a Stand s e h is Fin m : 2.5 m m : 3.00 ed, alvaniz ized. G re P : an lv a G Hot-Dip Z Y Y Y C-Channel: 41x41x2.5 Area of Shear (Az) 1.67 cm2 Moment of Inertia (Iy) 5.87 cm4 Moment of Inertia (Iz) 8.76 cm4 min. Section Modulus (Sy) 2.72 cm3 Warping Constant (Iw) 171.52 cm6 Torsional Constant (IT) 0.07 cm4 Plastic Moment cap. (Mpl,y) 0.82 kNm Self weight (G) 2.32 kg/m CCH-440/441 This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 Z CC H - 4 4 0 C 41x41x2,5 1,67 cm2 5,87 cm4 Z Y Y 41.0 cm2 cm4 A) ) Y Allowable Bending Stress 21,82 kN/cm2 Allowable Shear Stress 12,60 kN/cm2 Modulus of Elasticity 0,82 kNm 2,32 kg/m 41.0 17 21.000 kN/cm2 2 C-Channel: cm cm4 Cross Section Area (A) Moment of Inertia (I y ) cm4 kg/m Moment of Inertia (I z ) Self Weight (G) 22.0 7.0 7.0 Beam Load Data 41.0 Uniform Load* @ 41.0 cm Span (L) 2 cm4 cm4 s (S7.0 y) 22.0 U [mm] 50 10.10 2.50 0.83 600 7.00 2.10 1.20 500 cm4 kNm 82.0 kg/m 60 L / 360 Moment of Inertia (Iy) F [kN] ) [L /X] Moment of Inertia (Iq) [kN/m] z L / 180 cm2 cm4 cm4 q [kN/m] min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 10.10 Torsional Constant (IT) cm4 kNm kg/m 7.00 10.10 ) Plastic Moment cap. (M7.00 pl,y Self weight (G) 70 5.20 1.80 1.65 420 80 4.00 1.60 2.16 370 90 3.10 1.40 2.69 340 2.50 1.30 3.30 300 125 1.60 1.00 5.16 240 1.10 1.60 150 1.10 0.80 7.35 200 0.60 1.10 175 0.80 0.70 9.91 180 0.40 0.80 200 0.63 0.60 13.31 150 0.30 0.50 225 0.50 0.60 16.92 130 0.20 0.40 250 0.41 0.50 21.15 120 x 0.30 275 0.33 0.50 24.92 110 x 0.20 300 0.28 0.40 29.95 100 x x ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 100 30 Deflection q7.0[kN/m] T) (Mpl,y) Allowable Load* C-Channel: Area of Shear (Az) [cm] cm3 cm6 ress ss 171,52 cm6 0,07 cm4 Z cm4 kg/m ) Chosen Material: 8,76 cm4 2,72 cm3 41.0 Allowable Load F Span 5.20 4.00 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 2.90 2.10 ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 5.20 4.00 3.10 2.50 Allowable Uniform Load q Span * Given loads are always “allowable characteristic live load” SFSP C 40 B = S 235 JRG2 Uni - Channel Systems 44 0,07 cm4 0,82 kNm 2,32 kg/m C-Channel: 2 cm cm4 Cross Section Area (A) channels Moment of Inertia (I y ) CCH-440/441 C-Channel: Area of Shear (Az) cm4 kg/m Moment of Inertia (I z ) Self Weight (G) cm2 Moment of Inertia (Iy) Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) BEAM LOADING GRAPH CCH-440/441 C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity Allowable Loads Plastic Moment cap. (Mpl,y) Self weight (G) C-Channel: Cross Section Area (A) Moment of Inertia (I y ) Moment of Inertia (I z ) Self (G) q Weight [KN/m] 12.00 KN/m ... KN 10.00 cm2 cm4 cm4 kg/m q ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 8.00 C-Channel: Area of Shear (Az) 6.00 cm2 Moment of Inertia (Iy) F [KN] 4.00 Moment of Inertia (Iz) min. Section Modulus (Sy) 2.00 0.00 60 70 80 90 4 cm Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) [Span] cm 50 cm4 F cm3 100 125 150 175 200 225 250 275 300 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² C-Channel: CrossCSection Area (A) 41x41x2,5 Moment of Inertia 1,67 cm2 (I y ) 5,87 Moment of Inertia cm4 (I z ) 4 8,76 cm Self Weight (G) Deflection @ Allowable Uniform Load 2,72 cm3 cm2 cm4 cm4 kg/m 171,52 cm6 0,07 cm4 0,82 kNm 2,32 kg/m C-Channel: 35.00 cm2 cm4 Cross Section Area (A) Moment of Inertia (I y ) 30.00 Self Weight (G) 25.00 q [KN/m] cm4 kg/m Moment of Inertia (I z ) C-Channel: Area of Shear (Az) mm cm2 Moment of Inertia (Iy) 20.00 Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 u 15.00 qWarping Constant (I ) w 10.00 Torsional Constant (IT) 5.00 Plastic Moment cap. (Mpl,y) Self weight (G) C-Channel: Area of Shear (Az) 0.00 60 70 80 90 100 125 cm4 kNm kg/m cm2 Moment of Inertia (Iy) 50 cm6 Moment175 of Inertia200 (Iz) 150 min. Section Modulus (Sy) 225 250 cm4 cm4 275 cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity [Span] cm 300 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² KN/m Uniform Load @ Allowable Deflection q [KN/m] 4.50 4.00 3.50 3.00 2.50 2.00 1.50 1.00 0.50 0.00 L /360 L /360 q [KN/m] L /180 L /180 [Span] cm 80 Uni - Channel Systems 90 100 125 150 175 200 225 250 275 300 SFSP CCH-440/441 45 channels Z Z Load table for single beam with uniform (characteristic) Live-Load Y Y Y Y This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 Z CCH-240/241 Z Cross Section Area (A) 2.95 cm2 Moment of Inertia (Iy) 5.87 cm4 Moment of Inertia (Iz) 8.76 cm4 Self weight (G) 2.32 kg/m CCH-440/441 41 x 41 x 2.5 Z Z 21.0 Y Y 41.0 41.0 Y Y Z Z 41.0 22.0 22.0 allowable uniform Load 7.0 7.0 21.0 41.0 Allowable Central Load** [KN] [cm] Case A Case B Case C 50 19.00 19.00 19.00 41.0 Case D Length 22.0 19.00 22.0 60 19.00 19.00 19.00 19.00 70 19.00 19.00 19.00 42.0 19.00 80 19.00 19.00 19.00 16.00 90 19.00 19.00 19.00 41.0 100 19.00 19.00 19.00 11.00 125 19.00 19.00 19.00 8.00 150 17.00 19.00 19.00 7.0 7.0 Case: B A C 82.0 13.00 Length Span (L) 41.0 5.00 50 41.0 13 175 14.00 19.00 19.00 4.50 200 11.00 19.00 19.00 3.60 225 9.00 16.00 19.00 2.90 250 8.00 14.00 19.00 x 275 6.00 12.00 19.00 x 300 5.00 10.00 17.00 x 30 D Column Load Data C-Channel: Case A 18.00 Case B Case C Case D 16.00 14.00 KN 12.00 10.00 8.00 6.00 4.00 2.00 Allowable Central Load** 20.00 [Length]cm 0.00 50 60 70 80 90 100 125 150 175 200 225 250 275 300 ** Given loads are always “allowable characteristic live load” SFSP Uni - Channel Systems 46 Z channels CCH-442 Z Y Y Y Y Load table for single beam with uniform (characteristic) Live-Load Z This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel too According to DIN 18.800 Z C-Channel: 41x41x2.5 b2b Area of Shear (Az) Y 2.37 cm2 Moment of Inertia (Iy) 34.08 cm4 Moment of Inertia (Iz) 17.56 cm4 min. Section Modulus (Sy) CCH-442 Y 21.0 41.0 140.95 cm6 Torsional Constant (IT) 0.16 cm4 Plastic Moment cap. (Mpl,y) 2.51 kNm Self weight (G) 4.70 kg/m Thickn Z e Stand ss a Finish rd Length : 2.5 mm es :Y 3.00 Y 41.0 : Pre- m Galva n Hot-D iz ip Ga ed, lvaniz Z ed. 41.0 8.31 cm3 Warping Constant (Iw) Z Z 22.0 22.0 7.0 7.0 21.0 41.0 41.0 41.0 CCH-442 22.0 22.0 7.0 7.0 Chosen Material: C 41x41x2,5 Allowable Bending Stress 8,76 21,82 kN/cm2 Allowable Shear Stress 12,60 kN/cm cm4 2,72 cm3 171,52 cm6 Modulus of Elasticity A) cm2 cm4 C 40 B = S 235 JRG2 1,67 cm2 5,87 cm4 42.0 82.0 2 0,07 cm4 0,82 kNm 2,32 kg/m 17 41.0 21.000 kN/cm2 C-Channel: cm2 cm4 Cross Section Area (A) Moment of Inertia (I y ) cm4 kg/m Self Weight (G) 50 41.0 cm4 kg/m Moment of Inertia (I z ) 13 30 Beam Load Data Uniform Load* @ Span (L) cm2 cm4 cm4 (Sy) q [kN/m] F [kN] U [mm] 50 30.90 7.70 0.44 cm3 cm6 T) cm4 kNm kg/m ess ss Deflection [cm] ) Mpl,y) Allowable Load* C-Channel: Area of Shear (Az) L / 360 Moment of Inertia (Iy) [L /X] Moment of Inertia (I q) [kN/m] cm4 cm4 1.140Warping Constant (I ) 30.90 cm6 z min. Section Modulus (Sy) w Torsional Constant (IT) cm3 q [kN/m] cm4 kNm kg/m 30.90 60 21.50 6.50 0.63 950 70 15.80 5.50 0.86 810 80 ^ S 235 JRG2 40B = 12.10 4.80 1.13 710 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 90 9.60 4.30 1.43 630 100 7.70 3.90 1.75 570 125 5.00 3.10 2.78 450 5.00 5.00 150 3.40 2.60 3.91 380 3.40 3.40 175 2.50 2.20 5.33 330 2.30 2.50 200 1.90 1.90 6.91 290 1.50 1.90 225 1.50 1.70 8.74 260 1.10 1.50 250 1.20 1.50 10.66 230 0.80 1.20 275 1.00 1.40 13.01 210 0.60 1.00 300 0.77 1.20 14.18 210 0.50 0.80 Allowable Load F Span 21.50 L / 180 cm2 Plastic Moment cap. (Mpl,y) Self weight (G) 15.80 21.50 15.80 12.10 40B =^ S 235 JRG2 12.10 Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 9.60 7.70 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² 9.60 7.70 Allowable Uniform Load q Span * Given loads are always “allowable characteristic live load” Uni - Channel Systems SFSP 2 cm cm4 Cross Section Area (A) CCH-442 Moment of Inertia (I y ) channels C-Channel: Area of Shear (Az) cm4 kg/m Moment of Inertia (I z ) Self Weight (G) 47 0,07 cm4 0,82 kNm 2,32 kg/m C-Channel: cm2 Moment of Inertia (Iy) cm4 cm4 Moment of Inertia (Iz) min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 cm4 kNm kg/m Torsional Constant (IT) Plastic Moment cap. (Mpl,y) Self weight (G) BEAM LOADING GRAPH CCH-442 C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) Moment of Inertia (Iz) cm4 cm4 min. Section Modulus (Sy) cm3 Warping Constant (Iw) cm6 Allowable Loads 35.00 KN/m ... KN 25.00 Moment of Inertia (I y ) cm4 kg/m Moment of Inertia (I z ) q [KN/m] Self Weight (G) q ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity cm2 cm4 Cross Section Area (A) cm kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) 30.00 C-Channel: 4 Torsional Constant (IT) ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 20.00 15.00 C-Channel: Area of Shear (Az) 10.00 Moment of Inertia (Iz) cm2 Moment of F Inertia [KN] (Iy) min. Section Modulus (Sy) 5.00 0.00 60 70 80 90 100 125 150 175 200 225 250 275 300 cm4 cm4 cm3 Warping Constant (Iw) cm6 Torsional Constant (IT) cm4 kNm kg/m Plastic Moment cap. (Mpl,y) Self weight (G) [Span] cm 50 F Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² C-Channel: cm2 cm4 CrossCSection Area (A) 41x41x2,5 Moment of Inertia 1,67 cm2 (I y ) Deflection @ Allowable Uniform Load 2,72 cm3 171,52 cm6 0,07 cm4 0,82 kNm 2,32 kg/m C-Channel: 16.00 Cross Section Area (A) 14.00 Moment of Inertia (I z ) cm2 cm4 Moment of Inertia (I y ) cm4 kg/m Self Weight (G) 12.00 q [KN/m] C-Channel: Area of Shear (Az) cm2 Moment of Inertia (Iy) Moment of Inertia (Iz) 8.00 cm4 cm4 min. Section Modulus (Sy) cm3 6.00 Warping Constant (Iw) cm6 Torsional Constant (IT) 10.00 mm cm4 kg/m 5,87 Moment of Inertia cm4 (I z ) 4 8,76 cm Self Weight (G) u q Plastic Moment cap. (M pl,y) 4.00 Self weight (G) 2.00 C-Channel: Area of Shear (Az) cm2 0.00 Moment of Inertia (Iy) Moment of Inertia (Iz) cm4 50 60 70 80 90 100 125 Chosen Material: [Span] cm cm4 min. Section Modulus (Sy) 150 Constant 175 (Iw)200 Warping 225 250cm6 275 Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity 300 cm4 kNm kg/m Torsional Constant (IT) Plastic Moment cap. (Mpl,y) Self weight (G) Chosen Material: Allowable Bending Stress Allowable Shear Stress Modulus of Elasticity cm3 cm4 kNm kg/m ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² ^ S 235 JRG2 40B = 21,82 kN/cm² 12,60 kN/cm² 21.000 kN/cm² Uniform Load @ Allowable Deflection q [KN/m] 14.00 12.00 L /360 KN/m 10.00 8.00 q [KN/m] 6.00 4.00 L /180 L /180 2.00 [Span] cm 0.00 80 SFSP L /360 90 100 125 150 175 200 225 250 275 300 Uni - Channel Systems 48 Z Z channels 21.0 Y Y 41.0 41.0 CCH-442 Y Y Z Z 41.0 22.0 22.0 Load table for single beam with uniform (characteristic) Live-Load 7.0 7.0 21.0 This data are for perforated C-Channel, same data will be considered for non-perforated C-Channel41.0 too According to DIN 18.800 41.0 41.0 22.0 22.0 CCH-442 C-Channel: 7.0 41 x 41 x 2.5 b2b Cross Section Area (A) 5.99 cm2 Moment of Inertia (Iy) 34.08 cm4 Moment of Inertia (Iz) 17.56 cm 7.0 42.0 82.0 4 Self weight (G) 41.0 4.70 kg/m 41.0 allowable uniform Load 13 50 Allowable Central Load** [KN] [cm] Case A Case B Case C Case D 50 39.00 39.00 39.00 39.00 60 39.00 39.00 39.00 39.00 70 39.00 39.00 39.00 39.00 80 39.00 39.00 39.00 39.00 90 39.00 39.00 39.00 36.00 100 39.00 39.00 39.00 31.00 125 39.00 39.00 39.00 22.00 150 39.00 39.00 39.00 17.00 175 37.00 39.00 39.00 13.00 200 31.00 39.00 39.00 10.00 225 26.00 39.00 39.00 8.00 250 22.00 37.00 39.00 6.00 275 19.00 33.00 39.00 5.00 300 17.00 29.00 39.00 x Length Case: A 45.00 C D Case A Case B 40.00 Case C Case D 35.00 30.00 25.00 KN Allowable Central Load** B Length Column Load Data Span (L) 30 20.00 15.00 10.00 5.00 0.00 [Length]cm 50 60 70 80 90 100 125 150 175 200 225 250 275 300 ** Given loads are always “allowable characteristic live load” Uni - Channel Systems SFSP channels 49 Toothed channels provide shock-resistant fixing for non-slip connections and higher safety requirements. To make fitting easier, the locking plates and T-head bolts should be pre-mounted on the fittings to be attached. Toothed Channels SFSP Uni - Channel Systems 50 Toothed Channel channels Thickness : 1.5 mm Standard Length : 3.00 m Finishes : Pre-Galvanized, Hot-Dip Galvanized. CCH-220T/221T (41x21x1.5) Due to its positive locking feature, this channel is ideally suited when increased loading capacities in longitudinal direction are required. CCH - 220T Max. tensile / transverse load Bending capacity at span L Z Y Z X Z CCH - 221T Y FZ Channel CCH CCH - 222T Y 21.0 F Channel Weight Y Z 41.0 L [m] FQ Cross Section Moment of inertia 41.0 Section modulus Bending capacity at span L G A Iy Iz Wy Wz 0.50 m 1.00 m 1.50 m [Kg/m] [cm2] [cm4] [cm4] [cm3] [cm3] F [KN] 220T 1.09 1.39 0.81 3.36 0.64 1.91 1.12 0.56 0.19 221T 0.97 1.23 0.70 3.34 0.60 1.70 1.04 0.52 0.17 222T 1.94 2.47 3.55 6.69 1.69 3.82 2.94 1.47 0.49 Thickness : 1.5 mm Standard Length : 3.00 m Finishes : Pre-Galvanized, Hot-Dip Galvanized. CCH-240T/241T (41x41x1.5) Due to its positive locking feature, this channel is ideally suited when increased loading capacities in longitudinal direction are required. CCH - 240T Bending capacity at span L Max. tensile / transverse load Z Z Y Z X Z CCH - 241T Uni - Channel Systems Y F Y Channel CCH CCH - 242T 21.0 FZ Z 41.0 L FQ 41.0 [m] Y Y Z 41.0 Channel Weight Cross Section G A Moment of inertia [Kg/m] [cm ] [cm ] 240T 1.56 1.99 4.36 241T 1.44 1.83 242T 2.88 3.67 Iz Section modulus Bending capacity at span L Wy Wz 0.50 m 1.00 m 1.50 m [cm ] [cm ] [cm ] F [KN] 5.70 1.86 2.99 3.24 1.62 1.08 3.87 5.68 1.76 2.66 3.06 1.53 1.02 21.11 11.37 5.15 5.98 8.98 4.49 2.90 Iy 2 Y 4 4 3 3 SFSP Toothed Channel 51 channels Thickness : 2.0 mm Standard Length : 3.00 m Finishes : Pre-Galvanized, Hot-Dip Galvanized. CCH-320T/321T (41x21x2.0) Due to its positive locking feature, this channel is ideally suited when increased loading capacities in longitudinal direction are required. CCH - 320T Max. tensile / transverse load Y Bending capacity at span L Z CCH - 321T Y X Z FZ Channel CCH CCH - 322T Z F Y L [m] FQ Channel Weight Cross Section Moment of inertia G A [Kg/m] [cm ] [cm ] 320T 1.44 1.83 321T 1.27 1.62 322T 2.54 3.24 Iz 41.0 Z 41.0 Section modulus Bending capacity at span L Wy Wz 0.50 m 1.00 m 1.50 m [cm ] [cm ] [cm ] F [KN] 0.99 4.77 0.84 2.37 1.46 0.73 0.24 0.88 4.25 0.75 2.11 1.30 0.65 0.22 4.60 8.51 2.19 4.74 3.80 1.91 1.27 Iy 2 Y 21.0 4 4 3 3 Thickness : 2.0 mm Standard Length : 3.00 m Finishes : Pre-Galvanized, Hot-Dip Galvanized. CCH-340T/341T (41x41x2.0) Due to its positive locking feature, this channel is ideally suited when increased loading capacities in longitudinal direction are required. CCH - 340T Max. tensile / transverse load Y Z X Z CCH - 341T SFSP Y Y F Z 41.0 L FZ Z Z 21.0 Y 41.0 Y Y [m] Z FQ Channel Channel Cross Weight Section CCH CCH - 342T Bending capacity at span L G A 41.0 Moment of inertia Iz Iy Section modulus Bending capacity at span L Wy Wz 0.50 m 1.00 m 1.50 m [Kg/m] [cm ] [cm ] [cm ] [cm ] [cm ] 340T 2.04 2.60 5.41 7.03 2.35 3.86 4.10 2.05 1.37 341T 1.83 2.33 4.59 6.99 2.18 3.43 3.80 1.90 1.26 342T 3.76 4.79 26.81 14.04 6.62 7.72 11.54 5.77 3.85 2 4 4 3 F [KN] 3 Uni - Channel Systems 52 Toothed Channel channels Thickness : 2.5 mm Standard Length : 3.00 m Finishes : Pre-Galvanized, Hot-Dip Galvanized. CCH-420T/421T (41x21x2.5) CCH - 220T Due to its positive locking feature, this channel is ideally suited when increased loading capacities in longitudinal direction are required. Max. tensile / transverse load Z Y CCH - 221T Bending capacity at span L Y X Y 21.0 Y L [m] Z FZ Channel CCH CCH - 222T Z F Channel Weight Z 41.0 FQ Cross Section Moment of inertia 41.0 Section modulus Bending capacity at span L G A Iy Iz Wy Wz 0.50 m 1.00 m 1.50 m [Kg/m] [cm2] [cm4] [cm4] [cm3] [cm3] F [KN] 420T 1.75 2.18 1.15 4.92 0.89 2.50 1.55 0.78 0.32 421T 1.54 1.95 1.01 4.99 0.86 2.49 1.5 0.75 0.3 422T 3.50 4.48 5.55 10.15 2.63 5.31 4.58 2.29 1.53 Thickness : 2.5 mm Standard Length : 3.00 m Finishes : Pre-Galvanized, Hot-Dip Galvanized. CCH-440T/441T (41x41x2.5) Due to its positive locking feature, this channel is ideally suited when increased loading capacities in longitudinal direction are required. CCH - 440T Max. tensile / transverse load Y Bending capacity at span L Z 21.0 CCH - 441T Z Channel CCH CCH - 442T Uni - Channel Systems F Y Y Y X Z Z FZ Z 41.0 FQ Channel Weight Cross Section G A 41.0 Y Y L [m] Z 41.0 Moment of inertia Iz Iy Section modulus Bending capacity at span L Wy Wz 0.50 m 1.00 m 1.50 m [Kg/m] [cm ] [cm ] [cm ] [cm ] [cm ] 440T 2.57 3.28 6.52 8.78 2.76 4.39 4.81 2.41 1.60 441T 2.30 2.91 5.62 8.74 2.57 4.35 4.48 2.24 1.49 442T 4.90 6.34 32.02 17.54 8.11 8.85 14.14 7.07 4.71 2 4 4 3 F [KN] 3 SFSP Fittings 54 Fittings Fittings This part offers a full section of fittings and accessories to complete SFSP’s metal framing system . Standard Finishes: Hot Dip Galvanized . Fitting Specifications (unless noted) : Hole Size 13.0mm Diameter; Hole Spacing 20.0mm from end and 48.0 mm on center; Width 41.0mm; Thickness , 6.0mm (Order hardware separately). Flat Square Plate Specify Hole Size 41 M6, M8, M10, M12 2 Holes Plate 3 Holes Plate 41 4 Holes Plate 41 138 88 SFT 120 SFT 115 SFT 110 5 Holes Plate L Bracket L Bracket 232 184 SFT 125 90 Tee Bracket 138 90 138 90 138 Flat Bracket SFT 140 SFT 135 SFT 130 Flat Bracket 90 SFT 145 3 Holes Swing 90 90 136 41 SFT 160 SFT 155 SFT 150 U Bracket U Bracket Top Hat U Bracket Specify 41 or 82 54 43 43 for C41 82 for B2B 23 41 41 SFT 610 Uni - Channel Systems 47 47 SFT 615 SFSP 55 Fittings Angular Angle Bracket Specify 30° or 45° or 60° S Angle Bracket Specify 30° or 45° or 60° S h h SFT 510 SFT 515 90˚ Degree 90° L Bracket 90° L Bracket 90° Long Bracket 90° Bracket 41 41 57 104 41 104 104 104 SFT 210 SFT 215 90° Bracket SFT 220 90° Delta Bracket Large SFT 225 90° Delta Bracket Small 90° heavy duty bracket 89 16 46 98 42 47 47 47 98 138 13mm SFT 230 SFT 235 SFT 245 SFT 240 41 90 - Standard Finishes : Black,Hot Dip Galvanized . - Fitting Specifications (unless noted) : Hole Size 13.0mm Diameter; Hole Spacing 20.0mm from end and 48.0 mm on center; Width 41.0mm; Thickness , 6.0mm (Order hardware separately). Wings 90° Angle Tee Left Hand 90° Angle Tee Channel Tee Bracket 51 47 47 138 SFT 310 SFSP SFT 315 98 SFT 320 43 40 Uni - Channel Systems 56 Fittings Post Base Base Plate with Single Fix 60 60 8 40 100 20 41 100 20 100 100 60 100 20 SFT 340 8 40 65 120 60 20 Base Plate with Double Fix 65 136 20 120 8 40 8 136 60 120 100 65 20 100 20 20 50 SFT 345 50 20 140 140 Base Plate with Double Channel 60 100 100 60 100 200 200 SFT 350 Base Plate with Double Channel Double Fix 20 100 40 40 100 100 100 200 8 200 200 SFT 355 Uni - Channel Systems SFSP Accessories 58 Accessoires shers Framing System Accessories Zinc Plated Stainless Steel d D ad p. N] Threaded for bolt - ZP Rods, Hexagon Head Bolts, Hexagon Nuts, Washers for bolt 2 440NG SY STEM M 6 S ACC ESSORI ES FR AMI 0 S DIN s [mm] [mm] [mm] 22 6,6 2 24 9021 Rods, Hexagon M 8 M Nuts, 8 Threaded Head Bol ts, Washers 8,4 Fully Threaded Rods Grade 4.62 DIN 975 9021 Threaded Rod (STR) d DIN 975 ,9 3 440 9021 D M 10 30 M 10 10,5 Length Length Load 45 M 12 Stainless Steel Zinc Plated Zinc Plated Thread Thread M 12 Thread -M ZP12 [mm] 9021 M 6 M 16 [kN] 13,5 Load cap. 4 (KN) 37 2,2 50 M 1610002000/3000 M6M 6 M8M 8 M 8 cap. (mm) M16 DIN 440 M 6 22 6,6 9021 M 8 M 8 24 8,4 2 9021 M 10 M 10 30 10,5 2,5 2000/3000 6.4 12,9 2000/3000 12.9 d 2000/3000 17.3 D 17,3 Order Example : TRExample - ZP - M :12STR × 1000 Order - M 12 Washers (SRW) DIN 125 S N m] Zinc Plated M 10 Dimension- ZP d M 12 D 0 M 6 x 12 [mm] [mm] Steel [mm] Stainless for bolt M 6 12 M 8 16 M16 M 16 10 10 M 8 x 40 3 M8 6,4 1,6 8,4 1,6 10,5 M10 2 M1213 2,5 30 M1617 Order Example: SRW - M 12 - DIN 125 M 8 x 25 M 8 x 25 Order Example: WA - ZP - M1312 - 13 DIN ashers M6 S S M8 Stainless Steel M 10 DIN EN 21 M10 Dimension [mm] [mm] M12 24 M 12 M 6 xM 25 16 440 M 12 45 13,5 4 M 12 M 12 37 13 3 9021 M 16 M 16 50 17 3 d 125 D s Round Washers DIN Stainless Steel for bolt M6 M 8 2 Order Example: WA - ZP - M 12 - DIN 9021 Zinc Plated for bolt M 6 [mm] [mm] [mm] 9021 3 D (mm) d D d s Zinc Plated Stainless Steel (mm) for bolt -(mm) ZP for bolt 12 6.4 16 21 8.4M 8 1.6 10.5M 10 2 24 S Zinc Plated for bolt - ZP s 3 4.0 1000 M 16 d D 172.2 1000 M12M 12 M 16 Stainless Steel for bolt 3 10002000/3000 4,0 M10 Zinc Plated for bolt - ZP 13 Order Example: WA - ZP - M1000 12 - DIN 9021 6,4 M 10 M 10 M 12 2,5 S 4 30 1.6 D d s [mm] [mm] [mm] M 6 12 6,4 1,6 M 8 16 8,4 1,6 M 10 21 10,5 2 13M 12 2.5 M 12 24 13 2,5 17M 16 M 16 30 17 3 M 6 3 Order Example: WA - ZP - M 12 - DIN 125 125 M 10 x 20 oad M 10 x 45 DIN ZincRound Plated Washers Stainless Steel M 10 x 70 for bolt - ZP for bolt S DIN M 12 x 22 Washers (SRW) DIN 440,DIN 9021 440 S 2,2 M 10 x 30 M 10 x 45 M 10 x 60 ap. 6N] M 10 x 30 4,0 M 12 x 25 M 12 x DIN 30 M 6 M 12 x 50 9021 9021 M 12 x 60 M 10 2,9 440 d 7,3 8 D 9021 M 12 x 80 440 M 12 x 90 16 M 12 M 12 x 30 M 12 x 40 M6 M8 M 12 x 60 M10 M19 8 18 M 16 xM12 40 M 12 60 M 16 9021 M 16 x9021 M 16 xM16 60 M 16 24 24 d s 2 (mm) (mm) (mm) 8,4 22 2 6.6 2 30 10,5 24 8.4 2 45 - 13,5 30 10.5 2.5 45 13.5 4 13 3 17 3 24 M10 M 12 x 80 M12 [mm] [mm] [mm] D M8 M 10 9021 M 16 x9021 40 M 12 d D s 440,DIN 9021 Stainless Steel for bolt 22 6,6 M 12 x 25 for bolt Zinc Plated 40 M 8 9021 M 12 x 440 6,4 17 37 M12 13 M16 50 17 2,5 4 3 37 50 3 M 16 x 90 Example: SRW M 16 -x M 90 12 - DIN 9021 Order Order Example: WA - ZP - M 12 - DIN 9021 S Order Example : HB - ZP - M 12 × 1000 hor ,Throught Anchor ....... or ,Throught Anchor ....... Material & Finishes Codes Square SSW e S/mWashers S/m 4 17,3 27,0 1027,0 m] ,5 13Load ,0cap. Load SSW 41/41 for all channels 41/41 Series [kN] [kN] 6,4 7,7 a a Uni - Channel Systems M 8 M 10 M 6 d D a a Order Example: Order Example: ,6cap. ,9 e S SSW 40/40 for all channels 41/21 Series S S 4,0 6,4 EN 6,4 9,3 9,3 mm] e 17,3 Square Washers (SSW) m Load cap. Load cap. ] [kN] ] [kN] 2,2 2,2 4,0 axbxd [mm] [mm] [mm] a x b x d H.D. Galvanised d D s Steel Stainless for Bolts - HDG Stainless forBolt Bolts H.D. Glavanized for Plated [mm]Steel for Bolt Stainless 10/ 5 10/ 6 Steel M Zinc 6 6 11,5 for Bolts -MHDG for Bolts [mm] 13/6,5 13/7,5 15,0 M 8 8 for bolt - MZP 40 x 40 x 5 M 10 M 10 for bolt M10 M M 10 M10 17/ 8 16/ 9,5 19,6 [mm] [mm] [mm] d 10 40 x M 10 M 10 40 x 40 40 xx 55 M 12M 12 M12 19/10M 18/12 12 M 12 21,9 M12 d b 40 55 6,4 12 MM 6 12 M24/15,5 6 27,7 40 1,6 40 xx12 40 xxM16 M 16M 16 M16 24/13M M 16 b M 16 40 x 40 x5 M 16 M 16 Material & Finishes Codes Zinc Plated Stainless Steel ISO DIN Stainless Steel Thread - H.D. ZP Galvanised Thread b b d d M 6 M 10 M 12 M M 10 12 M 16 M 12 M 8 16 8,4 10 2 40 x21 40 xM6 6 10,5 =M strength grade 4.6 Mh.d. 6 galvanised, M10 40 x24 40 xM10 6 13 10 12 2,5 =Melectroplated, strength grade 4.6 gv M 6 (mm) 40 x 40 x 6 40 40 66 M 40 xx30 40 xxM12 M 10 12 17grade 38.8 16 galvanised h.d. ,strength fv 8.8 =M 40 x 40 x 6 M 12 = h.d. galvanised, strength grade 4.6 gv = electroplated, strength grade 4.6 fv 8.8 = h.d. galvanised ,strength grade 8.8 gv 8.8 = electroplated, strength grade 8.8 A4-50 = Stainless steel grade A4-50 40 x 40 x 5 A4-70 = Stainless steel grade A4-70 40 x 40 x 5 A2-50 = Stainless steel grade A2-50 40 x 40 x 5 A2-70 = Stainless steel grade A2-70 HCR 1,6 M6 fv M12 axbxd fv 40 x 40 x 6 = Stainless steel W1.4529 HCR-50 ( S. 53) 40 x 40 x 6 40 x 40 x 6 strength gvWA 8.8 OrderExample: Example: SSW 41/41 -electroplated, M- 12 Order - =ZP M 12 - DIN 125 grade 8.8 SW 41/41 - HDG - M 12 A4-50 = Stainless steel grade A4-50 SW 41/41 - HDG - M 12 A4-70 = Stainless steel grade A4-70 A2-50 = Stainless steel grade A2-50 A2-70 = Stainless steel grade A2-70 SFSP Threaded MRods, Head 12 x 80 Hexagon M 12 x 80 Bol ts, Nuts, Washers M 12 x 90 M 16 x 40 M 16 x 60 Plated Zinc M 16 x 60 Stainless M Thread 16 x 90 24 - ZP Accessoires 24 Length Load Steel M 16 x 90 Thread cap. Order Example : HB - ZP - M 12 × 1000 M 6 M 6 [mm] [kN] 1000 2,2 M 8 M 8 1000 4,0 M 10 M 10 1000 6,4 DIN 440 S M 16 x 40 Hexagon Nuts DIN 934, DIN EN 24032 1000 12,9 M 12 MS/m 12 e S/m Zinc Plated Stainless Steel 1000 17,3 M 16 MDIN 16 ISO Zinc PlatedThread Thread Stainless Steel Thread Thread - ZP Hexagon nut (SHN) DIN 934 or ISO 4032 (= DIN EN 24032) [mm] [mm] [mm] 10/ 5 10/ 6M6 11,5 10/5 10/6 11.5 Order Example : TR - ZP - M 12 × 1000 M 6 S m e M6M 6 d S/m DIN (mm) S/m ISO (mm) e (mm) D 9021 M 6 M 8 Material & Finishes M 10 440 fvM 12 = h.d. galvanise 9021 gvM 12 = electroplated, 9021 fvM 8.816 = h.d. galvanised gv 8.8 = electroplated, Order Example: WA - ZP A4-50 = Stainless steel M 8 M8M 8 13/6,5 13/7,5M8 15,0 13/6.5 13/7.5 15.0 M 10 M10M 10 17/ 8 16/ 9,5 M1019,6 17/8 16/9.5 19.6 A4-70 = Stainless steel M 12 M12M 12 19/10 M12 21,9 18/12 19/10 18/12 21.9 A2-50 = Stainless steel M 16 M16M 16 M16 27,7 24/13 24/15,5 24/13 24/15.5 27.7 A2-70 = Stainless steel HCR S S ZincZinc Plated Stainless Steel Steel Dimension Plated Dimension Stainless EN DIN Dimension- ZP Dimension M 6 x 12 [mm] [mm] M 6 x 12 - 10 M 6 x 25 M 6 x 25 M 8 x 25 M 8 x 25 M 8 x 40 M 8 x 25 - 13 - M 10 x 20M 10 x 30 M 10 x 30 M 10 x 30 M 10 x 30 M 10 x 45 M 10 x 45 M 10 x 60 M 10 x 70 - 17 S 13 13 17 16 19 18 24 24 10 d D 13 M 6 M M 8 M M 10 M M 12 M M 16 M Order Example: WA - Z 16 M 12 x 25 M 12 x 22M 12 x 30 M 12 x 30 M 12 x 25M 12 x 40 M 12 x 25 M 12 x 30 M 12 x 30 M 12 x 40 M 12 x 40 M 12 x 80 10 Stainle for - M 10 x 70M 12 x 25 M 12 x 60 10 M 10 x 45 M 10 x 60M 12 x 22 M 12 x 50 S EN (mm) M 8 x 25 M 8 x 40M 10 x 20 M 10 x 45 S DIN (mm) - = Stainless steel Zinc Plated for bolt - ZP Machine HexHead Bolts DIN 933, DIN 24017 S Stain fo 9021 Order Example : SHN - M 12 Hex Head Bolt (SHB) DIN 933 or EN 24017 (without nut) 59 Zinc Plated for bolt - ZP M 12 x 40 M 12 x 60 M 12 x19 80 M 12 x 50M 12 x 90 18 - M 12 x 60M 16 x 40 M 12 x 60 M 16 x 40 M 12 x 80M 16 x 60 M 12 x 80 M 16 x 60 M 12 x 90M 16 x 90 M 16 x 90 Order Example : SHB - M 12 M 16 x 40 M 16 x 60 M 16 x 90 Coupler Sleeves (SCS) M 16 x 40 24 L Load cap. (mm) 10/10 (mm) 15 (KN) M6 M8 12/14 20 4.0 M10 13/16 25 6.4 fv M12 16/20 30 9.3 gv 21/25 40 17.3 26/32 50 27.0 fv 8.8 Electroplated Thread Stainless Steel Thread M6 M8 M10 e S/m ISO M16 [mm] [mm] [mm] S/m M20 M20 10/ 5 10/ 6 11,5 gv 8.8 M 8 M 8 13/6,5 13/7,5 15,0 A4-50 17/ 8 16/ 9,5 19,6 M 10 Hexagonal Rod Coupler A4-70 M 12 S Mate M 6 M 10 e 2.2 M 6 Order Example: SCS - M 16 m D Order Example : HB - ZP - M 12 × 1000 Zinc Plated M12Stainless Steel DIN Thread - ZP M16 Thread Hexagonal Rod Coupler with view hole (SHR) 24 16 x 60 CouplerMM Sleeves Rounded 16 x 90 M 12 M 16 M 16 Electroplated Thread 19/10 18/12 21,9 24/13 24/15,5 27,7 Stainless Steel Thread A2-50 S L Load cap. (mm) (mm) (KN) 6.4 M10 M10 13 40 M12 M12 17 40 9.3 M16 M16 22 50 17.3 A2-70 HCR Order Example: SHR - ZP - M 12 SFSP Uni - Channel Systems 60 Accessoires Channel Nuts Nut without Spring Nut with Short Spring Nut with Long Spring Hammer Head Bolt Material: Zinc plated steel and stainless steel 304 (A2),316 (A4). Tolerance: Metric thread 6 H acc. DIN 13-20. t Washer Ø 40 3 length tt t 0.18 0.18 0.18 M 34.5 34.5 M M t 0.18 tt 20 20 20 10 10 10 LL FL FF34.5 34 34 34 Short Spring Long Spring Available length: L 30mm, 40mm, 50mm, 60mm. Material: Zinc plated. Thread Size Thickness t (mm) Longitudinal Force FL (kN) Pull out Force Fv (kN) Tightening Torque (Nm) M6 5.0 1.0 5.0 12.0 M8 6.0 2.4 6.0 28.0 M10 8.0 3.5 7.0 55.0 M12 10.0 5.0 9.0 75.0 Threaded Size Pull out Force Fv (kN) Longitudinal Force FL (kN) M6 5.0 0.3 6.5 M8 6.0 0.6 16.0 M10 7.0 1.2 31.5 M12 7.0 1.7 50.0 Tightening Torque (Nm) Fv FL Note: Do not exceed channel capacity Uni - Channel Systems SFSP 61 Accessoires Installation & Features No Welding , No Drilling , No Special Tools, Strong, Fast, Economical and Adjustable. 1 Insert the spring nut anywhere along the continuous slotted channel. The rounded nut ends permit easy insertion. Hex-head bolt connects fitting to channel as it is threaded into spring nut. Chamfer in the nut eases starting of the bolt. Nut teeth make a strong, vise-like grip when tightened against the inturned channel edges. 2 3 4 SFSP A 90° clockwise turn aligns the grooves in the nut with the inturned edges of the channel. The need for drilling holes is eliminated. Channel edges and the nut’s tapered grooves act as guides to provide foolproof alignment of connection. Nut teeth grip the channel’s inturned edges, tying the channel sides together in a “box” configuration for added strength. Spring allows precision placement anywhere along channel length, then holds the nut in position while the connection is completed. Insert the bolt through the fitting and into the springnut. (See illustration 5 for end view showing the nut in place) Additional channel sections can now be bolted to the fitting already in place by following procedure described in steps 1–3. 5 Tightening with a wrench locks the serrated teeth of the nut into the inturned edges of the channel, to complete a strong, vise-like connection. Uni - Channel Systems 62 Accessoires Beam Clamp - SBC SBC Beam Clamp Zinc Plated Part No. Hole H LN 625 LN 830 LN 1040 LN 1240 LN 1650 M6 M8 M10 M12 M16 Bolt Grade 8.8 A B C D E 25MM 25MM 40MM 40MM 50MM 35 19 38 35 19 35 19 38 35 19 45 25 50 41 21 45 25 50 41 21 45 25 50 41 21 Beam Clamp Zinc Plated Hole Bolt Grade 8.8 A B C D E M6 M8 4753 M10 M12 M16 25MM 25MM and 40MM 40MM 50MM Part No. Material: Cast Iron ,hot dip galvanized casting tolerance according to DIN 1684GTA /17. H LN 625 - With hexagon head screw DIN 933 8.8, threaded end with cup point accordingLNto830 EN ISO LN 1040 locknut DIN 439 . LN 1240 - For sprinkler systems, heating, ventilation and air conditioning, acoustic tubes LN 1650 and sanitary installation machines and steel constructions. 35 19 38 35 19 35 19 38 35 19 H E 45 25 50 41 21 45 25 50 41 21 45 25 50 41 21 G C A H E Type A (mm) B (mm) C (mm) D (mm) E (mm) F (mm) G (mm) H (mm) Weight (g) Safe working load (KN) SBC8 21.0 19.0 35.0 M8 35.0 M8 18.0 38.0 81.0 1.2 SBC10 29.0 21.0 35.0 M8 41.0 M10 23.0 50.0 147.0 SBC10 23.0 21.0 42.0 M10 41.0 M10 20.0 44.0 143.0 G 2.5 SBC12 35.0 23.5 54.0 M12 48.0 M10 26.0 58.0 216.0 2.5 A 3.5 SBC16 30.0 29.5 58.0 M16 55.5 M12 28.0 58.3 318.0 5.5 FITTINGS D C This section offers a full selection of fit B framing system. E Hot Dip Galvani STANDARD FINISHES: H FITTING SPECIFICATIONS (unless n 48.0 mm on center; Width— 41.0mm; Thickn FITTINGS Square Plate This section offers a full selection of fittings and accessories to c 2 Holes Plate Specify Hole Size 41 framing system. M6,M8,M10,M12 -Beam Clamps shall be secured when using Beam for pipes larger than DN65 to avoid slipping of beam. STANDARD FINISHES: Hot Dip Galvanized . saarburg.de · www.bts-saarburg.de · Tel.: +49 6581 9168-0 · Fax: +49 6581 9168-79 FITTING SPECIFICATIONS (unless41noted): Hole Size— 13.0mm D -Beam Clamps can generally be secured by safety straps. 48.0 mm on center; Width— 41.0mm; Thickness— 6.0mm (Order hardware FT 115 FT 110 Square Plate Specify Hole Size 41 M6,M8,M10,M12 2 Holes Plate 5 Holes Plate 3 Holes Plate L Bracket 232 41 41 88 FT 110 Uni - Channel Systems 5 Holes Plate 232 FT 115 FT 130 L Bracket Flat Bracket 90 90 FT 120 FT 135 L Bracket SFSP Flat Bracket Cantilevers & Beams 64 Cantilevers & Beams Cantilever Arm Brackets - SCA CCH421 41x21x2.5 1.20 A F1 KN F2 Length Allowable Load A (mm) F1* F2* Fz** 1.00 150 1.10 0.60 3.10 0.80 300 0.60 0.30 3.10 0.60 450 0.40 0.20 3.10 0.40 600 0.30 0.10 3.10 0.20 700 0.20 0.10 3.10 0.00 150 300 450 600 700 800 Length mm 900 1000 F1 F2 800 0.20 0.10 3.10 900 0.20 0.10 3.10 1000 0.20 0.10 3.10 Base plate : height (h) x width (b) x thickness (t) 120 50 8 - In the case of concrete support, use anchor M10. - In the case of C-channel frame, use bolt and spring nut M8. ** Connection force (pull out force) : 3.1 (KN) CCH441 41x41x2.5 3.50 3.00 F1 2.50 F2 KN A 2.00 1.50 1.00 0.50 0.00 150 300 450 600 700 800 900 Length mm F1 1000 F2 Length Allowable Load A (mm) F1* F2* Fz** 150 3.10 1.50 7.50 300 1.50 0.80 7.50 450 1.00 0.50 7.50 600 0.80 0.40 7.50 700 0.70 0.30 7.50 800 0.60 0.30 7.50 900 0.50 0.30 7.50 1000 0.50 0.20 7.50 Base plate : height (h) x width (b) x thickness (t) 140 50 10 - In the case of concrete support, use anchor M16. - In the case of C-channel frame, use bolt and spring M8. 25 ** Connection force (pull out force) : 7.5 (KN) F1 or F2 h-50 Fz h 25 1/2 b FD A 1/2 A Length A (mm) t F v =F 1 + F 2 * Given Loads are always [KN] “ Allowable characteristic live load “ Uni - Channel Systems SFSP 65 Cantilevers & Beams Cantilever Arm Bracket B2B - SCA CCH422 41x21x2.5 B2B 3.00 F1 F2 KN A Length Allowable Load A (mm) F1* F2* Fz** 2.50 150 2.50 1.30 4.80 2.00 300 1.30 0.60 8.48 1.50 450 0.80 0.40 4.80 1.00 600 0.60 0.30 4.80 0.50 700 0.50 0.30 4.80 0.00 150 300 450 600 700 800 Length mm 900 1000 F1 F2 800 0.50 0.20 4.80 900 0.40 0.20 4.80 1000 0.40 0.20 4.80 Base plate : height (h) x width (b) x thickness (t) 140 50 10 - In the case of concrete support, use anchor M12. - In the case of C-channel frame, use bolt and spring nut M8. ** Connection force (pull out force) : 4.8 (KN) CCH442 41x41x2.5 B2B F1 F2 KN A 8.00 7.00 6.00 5.00 4.00 3.00 2.00 1.00 0.00 Length 150 300 450 600 700 800 Length mm 900 F1 1000 F2 Allowable Load A (mm) F1* F2* Fz** 150 7.00 3.50 8.30 300 3.50 1.80 8.30 450 2.30 1.20 8.30 600 1.80 0.90 8.30 700 1.50 0.80 8.30 800 1.30 0.70 8.30 900 1.20 0.60 8.30 1000 1.10 0.50 8.30 Base plate : height (h) x width (b) x thickness (t) 180 60 12 In the case of concrete support, use anchor M16. In the case of C-channel frame, use spring nut M10. ** Connection force (pull out force) : 8.3(KN) 25 F1 or F2 h-50 Fz 25 h b FD 1/2 t A 1/2 A Length A (mm) F v =F 1 + F 2 * Given Loads are always [KN] “ Allowable characteristic live load “ SFSP Uni - Channel Systems 66 Cantilevers & Beams U - Support 200 140 100 70 13x30 5 200 140 25 13x30 200 42 100 140 80 100 Item 13x30 3000 3000 13x30 5 Order Example: 3000 - Length (L) - Thickness (t) 42 13x30 (61-62) (t) 5 13x30 140 80 100 (L) 0200 25 25 for more ordering details, please check pages 200 I - Support Order Example 70 5 U-Support with welded-on head plate 200 x 100 70 x 5mm 70 42 80 Head Plate 13x30 5 25 42 13x30 200 140 80 100 U-Support with welded-on head plate 200 x 100 x 5mm 70 200 140 13x30 5 25 100 42 Order Example Item (L) (t) 3050 0200 5 200 x 100 x 5mm 3100 70 13x30 80 5 13x30 3050 25 Order Example: 3050 - Length (L) - Thickness (t) 13x30 for more ordering details, please check pages (61-62) 42 80 Wall Bracket for U-Support 5 mm thickness Order Example: 3200 - Length (L) - Thickness (t) for I-Support for more ordering details, please check pages (61-62) Uni - Channel Systems 3250 3200 Order Example Item (L) (t) 3200 0210 5 SFSP 67 Cantilevers & Beams Support connectors Clamping plates 3300 Order Example Order Example Item (L) (t) Item (L) (t) 3300 0200 5 3350 0200 5 Order Example: 3300 - Length (L) - Thickness (t) for more ordering details, please check pages (61-62) Support plates Order Example: 3350 - Length (L) - Thickness (t) for more ordering details, please check pages (61-62) Support clamps 3400 SFSP 3350 Clamping angles 3450 3550 Angles 3600 Uni - Channel Systems System examples 70 SYStem Examples C-Channel Framing Systems 21x41 Suitable for pipes with nominal diameters up to 25 mm Base Plate with double fix C-Channel 21 C-Channel 41 L Bracket kg Frame constructions: will be manufactured to your measurements C-Channel L Bracket C-Channel with L Bracket C-Channel nut with spring Base Plate with Double Channel Double Fix B2B Channel B2B Channel Base Plate with double fix Uni - Channel Systems Base Plate with Double Channel Double Fix Base Plate with double fix SFSP SYStem examples 71 C-Channel Framing Systems 41x41 Suitable for pipes with nominal diameters up to 80 mm or 150 mm with short spans or agreed applications L Bracket C-Channel kg kg Base Plate with double fix 41 41 kg C-Channel U Bracket Base Plate with double fix kg Angle fittings, fixing plates etc. L Bracket Delta Bracket L Bracket C-Channel C-Channel Base Plate with double fix U Bracket Base Plate with double fix C-Channel Base Plate with double fix SFSP Uni - Channel Systems 72 SYStem Examples Support structures for heavy duty kg kg kg kg kg kg kg Support structures for light duty C-Channel L Bracket kg kg Base Plate with double fix kg kg kg kg Uni - Channel Systems SFSP Anchors 74 anchors heavy duty Anchors General Information Direction of Loading The direction of the applied load shall be considered to determine the most appropriate anchor . The tension and shear components shall be less than the recommended load/design resistance in the direction concerned. Fig.1 Tensile Loads Tensile loads are applied along the axis of fixing (see Fig.1). Common examples include suspended ceiling applications and the suspension of mechanical services, pipework, ductwork, etc. Shear Loads Shear loads act at right angles to the axis of fixing and directly against the face of the structural material (see Fig.2). Fig.1 Shear performance is governed mainly by the shear strength Fig.2 Fig.2 of the bolt material and by the comperssive strength of the supporting substrate. Oblique / Combined Loads Oblique loads are a combination of tension and shear Fig.3 components (see Fig.3). Fig.3 If the angle of the applied oblique load is within 10˚ of pure tension or pure shear, the safe working load for that direction may be assumed. Otherwise, the applied oblique load shall be resolved into its shear and tensile components. Offset Loads Offset loads act at right angles to the fixing axis but are offset Fig.4 Fig.4 from the surface (see Fig.4). In this situation, the deflection of the bolt due to bending needs to be considered as well as the shear capacity of the anchor. Slotted Holes in Fixture When fixing anchors through slotted holes; it is important to ensure that there is an adequate surface contact between the washer and the fixture to guarantee a positive clamping force. If in doubt, a square plate washer with a thickness of 3mm or above would be recommended in place of the standard washer supplied. Diamond Drilled Holes When holes are formed in the structure using a diamond drilling system; extra care is required to ensure the holes are thoroughly cleaned by brushing and blowing for at least three times. Also, to make a key for the anchor (particulary if a bonded anchor is installed) the sides of the hole shall be roughened up by inserting a standard masonry bit into the hole attached to a hammer action drilling machine. A resin with minimal shrinkage shall be selected for diamond drilled holes. Uni - Channel Systems SFSP L s M 10 M 10 13 40 6,4 M 12 M 12 17 40 9,3 M 16 M 16 22 50 17,3 (mm) (mm) M6 M6 45 10 55 M8 M8 50 12 60 M 10 M 10 60 15 Expansion Steel 75 Anchor - STM 74 M 12 Yellow zinc 75 Min. Drill hole Drill Yellow zinc HRC Stainless Order example: - GV - M 12 L plated Steel Steel (mm) Thread (Zn) Thread anchors 18 90 Stainless Min. Drill L platedFeatures: Steel Steel Drill hole Order example: STM - Zn -(mm) M 12 (mm) Thread (Zn) (mm)metric thread. - Suitable forThread all screws or threaded bolts with STM Expansion Steel Anchor M6 45 M -6 Low energy impact, 10assembly. 55 power-saving M 8 and fixing. 50 M -8 Multiple removing 12 60 Pull-out values in M 10 60 M -10Inside threaded 15 flexibility. 75 anchor, allows great Yellow zinc Yellow Screw Stainless S 90 max M -12Can use variable lengths 74 and art18 of threaded rods or bolts. plated Steel Type Stee x Length Steel fixing - Small distance and small distance between Thread (Zn)edge Max Tor Thread (mm) anchors. Order example: STM - Zn - M 12 (mm) (mm - Provide uniform load by tightening the screw or hexagon nut, the cone pulls 6x50 M6 5 M6 M 6 10 into the expansion anchor and tightens against the drilled hole. 8x60 M8 10 M8 M 8 25 - Suitable for use in concrete and natural stone. Pull-out values in KN -conc 10x80 M 10 20 M 10 M 10 Yellow zinc Yellow zinc45p Stainless Screw S max 12x90 M 12 25 plated Steel Type x Length Steel fixing M Steel 12 Thread Typical Applications: 75 Thread (Zn) (mm) Max Torque Pull Thread (mm) trays, STMH handrails, brackets, (mm) Out Order Cable example: - Zn - M 12 staircases, ladders, machines, window panels, baseits is advisable to a STM/H M6 M6 6x50 5 M8 M8 8x60 10 M8 M 10 M 10 10x80 20 25 12.2 M 10 12x90 25 45 17.1 M 12 75 25.3 plates, scaffoldings and frameworks . Materials: M -12zinc plated steel. employme M 6 ways of10 10.3 - stainless steel [ SS 304 (A2) , SS 316 (A4) ]. Order example: STMH - Zn - M 12 its is advisable to apply safty ways of employment Technical Data: or Recommended loads (non-cracked concrete C 20/25). Type Tension Load Fea tur es (order No) (KN) t Sma ll edge a nd spa ce dista nces M6 2.5 t Torque controlled expansion M8 3.3 t Zinc plated > 5µm M10 4.7 t Through xing M12 Shear Load (KN) Torque Moment (Nm) Screw Grade 2.3 10 4.6 4.4 17 4.6 6.5 34 4.6 8.5 60 4.6 6.9 *for cracked Concrete we shall use 0,5 x this value (approximately) Applications steel constructions, ma chines, pro les, under-constructions Setting Data: Edge distance > 1,5 x H eff., distance between anchors > 3 x H eff. Thickness of foundation > 2 x H eff. Size (Nm) anchor S (mm) 4.20 5.30 12.80 25.0 8.0 25.0 40.0 50.0 105 120 150 225 Sleeve Anchor Usable Length Thickness of Foundation C (mm) M Washer xagon screw SFSP H eff Drilling depth Length Tightening Torque (Nm) Spanner size (mm) 120 100 12 x 1.6 10 10 135 100 16 x 1.6 20 13 40 17 75 19 Distance Between Anchors S (mm) M6 40 60 M8 45 68 83 Spanner size (SAS) 105 165 Spanner M12 of found 70 (hmin) mm Throught Anchor Throught Anchor 140 24 x 2.5 210 110 20 x 2.0 size (SAB) 55.0 90.0 10.0 60.0 100.0 13.0 Installation Parmeters: 75.0 120.0 17.0 115.0 140.0 anchorage---depth. H eff = Effective Bolt Size Spaner Size Washer (Ø) Edge Distance C (mm) Sleeve Anchor M10 Min. thickness 55 Bending moment Tighten torque Distance between Distance to edge (Nm) Thickness of Foundation hmin (mm) (mm) H eff. 10.0 13.0 15.0 19.0 Length exp.unit (mm) Drill (Ø) (mm) Drilling depth (mm) H eff. (mm) Usable Length (mm) Screw Ø x Length (mm) M6 45 10 55 40 5 M6 x 50 Tinst M8 50 12 60 45 10 M8 x 60 60 15 80 55 20 M10 x 80 18 90 70 Thread Drillingdepth Usablelength Settingdepth mm mm min. mm 25 M12 x 90 M10 M12 Drill Ø mm 75 Length mm M6 M6 M8 Uni - Channel Systems 76 Bolt Size Tension load (kN) anchors M6 M8 M10 M12 M16 2.6 4.1 5.8 9.2 14 Shear load Bending moment Heff. Edge Distance (kN) (Nm) (mm) 3.3 6.3 8.5 12 23 5.5 13 26.5 46.5 118.5 40 50 58 68 80 Washer C (mm) Distance between anchor S (mm) 60 75 87 102 120 120 150 174 204 240 12 x 1.6 16 x 1.6 20 x 2.0 24 x 2.5 30 x 3.0 (Ø) Th fo Installation I nsta lla tion 1 2 3 4 Tinst Drill a hole and clean it with a brush, remove dust with a 2 blower. Uni - Channel Systems 50 Place the plug and the object to fix. Tighten the screw. Fixing completed. Plug & drill Ø (mm) Length (mm) 6 6 6 6 8 8 8 8 8 8 10 10 10 10 10 10 10 10 12 12 12 12 12 12 16 16 16 16 16 20 50 65 80 95 50 60 80 85 95 115 60 70 95 110 125 140 160 180 80 110 125 145 165 185 115 130 145 160 180 160 Usable Length (mm) 5 10 25 40 5 10 10 15 25 45 5 10 15 30 45 60 80 100 5 15 30 50 70 90 10 15 30 45 65 30 SFSP d 77 anchors Drop in Anchor - SDA Features: SDA - Provides permanently fixed threaded socket in concrete. - Use in non-cracked concrete or cracked concrete and natural stone. - The anchor will spread and tighten against the drilled hole after inserting with setting tool. - Low setting depth, reduced drilling time. - Enables cost-effective assembly . - Multiple removing and fixing. Typical Applications: - Pipes, ventilation ducts, suspended ceilings, sprinkler systems, brackets, threaded rods, cable trays. Materials: - zinc plated steel. - stainless steel [ SS 304 (A2) , SS 316 (A4) ]. Technical Data: or Recommended loads (non-cracked concrete C 20/25). Threaded Tension Load size (KN) Fea tur es 2.0 t Sma ll edge M6 a nd spa ce dista n ces M8 3.5 t Torque controlled expansion 4.25 t Zinc platedM10 > 5µm M12 5.55 t Through xing Shear Load (KN) Torque Moment (Nm) 1.2 4.0 2.2 8.0 3.5 15.0 5.0 35.0 *for cracked Concrete we shall use 0,5 x this value (approximately) Applications steel conSetting structionsData: , ma chines, pro les, under-constructions Edge distance > 1.5 x effective anchorage depth, distance between anchors > 3,0 x effective anchorage depth, min. thickness of foundation > 2,5 x H eff. Size Bending moment Tighten torque (Nm) (Nm) 4.20 5.30 12.80 25.0 8.0 25.0 40.0 50.0 H eff. (mm) Edge Distance C (mm) Thickness of Foundation hmin (mm) Tightening Torque (Nm) M6 25 37.5 75 100 4 10 30 45 90 100 9 13 M10 40 60 120 130 17 17 75 Spanner 150 Spanner 140 30 19 size (SAS) size (SAB) 55.0 90.0 10.0 60.0 100.0 13.0 Installation Parmeters: 75.0 120.0 anchorage 17.0 H eff = Effective depth. 115.0 140.0 --Thread Size Anchor Length (mm) Thread Length (mm) Drill (Ø) (mm) 10.0 13.0 15.0 19.0 Drilling Depth (mm) Effective Anchorage Depth H eff. (mm) Min. Screw Depth E (mm) Drill Ø E E= Screw Depth Drilling Depth xagon screw SFSP Spanner size M8 M12 50 Distance between Distance to edge Min. thickness of found C (mm) anchor S (mm) (hmin) mm 105 120 150 eff Anchor LengthH 225 Distance Between Anchors S (mm) Max. Screw Depth E (mm) M6 25 11 8 25 25 6 12 M8 TinstM10 30 13 10 30 30 8 13 40 15 12 40 40 10 17 M12 50 20 16 50 50 12 18 Drill Ø mm Length mm Thread Drillingdepth Usablelength Settingdepth mm mm min. mm M6 M6 M8 M8 Uni - Channel Systems M10 M12 M16 M20 78 40 50 65 80 15 20 Bolt Size 25 35 12 42APPLICATIONS 22 77-132 WA-10 TYPICAL M1252 50fixing 20 15 WA-12 52quality stone.38 77-141 WA-12 e For permanently socketsBending inSUITABLE concrete 15DESCRIPTION 38 threaded 77-141 FORand USE good IN: moment Heff. Edge Distance Distance between Tension load Shear load M16 65 25 20 cable 95covers, suspended 77-150 ceilingsWA-16 threaded sockets concrete. Concrete Ideal67for fixed secure fixing for inmechanical trays,67 platforms, drain etc. 20Providese permanently 95 77-150services, WA-16 Allows bolts or studs to be installed and (kN) removed without Stone. (Nm) (mm) (kN) 80 185that 25 WA-20 82 185 77-162 C (mm) WA-20 anchor S (mm) Securing may35 need to be removed or replaced. 25damagiengM20 82 equipment 77-162 the anchor. anchors FEATURES Available 2.6 in: zinc plated steel and stainless steel grade A4 M6 3.3 5.5 40 1. Internally threaded to take stud or bolt. (1.4401). 4.1 6.3 50 M 8 R-DCA WEDGE ANCHOR ZINC PLATED R-DCA WEDGE ANCHOR STAINLESS STEEL 2. Easy to 13 install by hammer action. Install with manual setting tool or mechanical setting tool SS STEEL 3. Slotted sleeve and captive internal tapered wedge to for use with hammer action drilling machines. 5.8 8.5 26.5 58MAXIMUM M10 facilitate easy setting and expansion. MAXIMUM HOLE HOLE ANCHOR HOLE HOLE ANCHOR MAXIMUM 9.2 12 46.5 68 M 1 2 THREAD RECOMMENDED THREAD LENGTH THREADHOLE RECOMMENDED HOLE ANCHOR DIAMETER DEPTH LENGTHTHREAD LENGTH DIAMETER DEPTH LENGTH HREAD RECOMMENDED THREAD LENGTH SIZE TORQUE (mm) APPLICATIONS SIZE PRODUCT DEPTH LENGTH (mm) (mm) (mm)23 (mm) 14 118.5 80TORQUE M 1 6 DIAMETERTYPICAL (mm) (mm)TORQUE SIZE NEW CODE(mm) (mm) ) good quality (d) fixing threaded (Nm) For permanently sockets in concrete stone. (d) (Nm) (l ) (lGand (mm) (l) (d) (lG ) (mm) (do) e e e (mm) G CODE (l) (do) (do) (ho(h) o ) ( l ) (Nm) inst )) (T(T Ideal for secure drain covers, suspended ceilings etc. (ho ) fixing for mechanical services, cable trays, platforms, inst (Tinst ) Securing equipment that may25 need to be removed M6 118or replaced. 27 4.5 M6 27 25 25 11 8 M8 M8 30 R-DCA WEDGE ANCHOR ZINC PLATED 30 13 10 32M10 M1042 40 40 15 12 ANCHOR M12 THREAD LENGTH M12 50 SIZE 50 1 20 15 M16 2 (mm) (d)52 (l) M16 65 65 25 20 67M20 M6 M8 M10 M12 M16 I nsta lla tion M6 M8 M10 M12 M16 M20 THREAD 25 30 40 50 65 80 ManualR-DCA Setting Tool ANCHOR WEDGE - STAINLESS Mechanical SettingSTEEL Tool SIZE (d) 118 13 15 20 25 ANCHOR 35 LENGTH (mm) (l) 8WA-A4-06 27 4.5 10 32 11 10WA-A4-08 32 11 ETA PENDING 2007 12 42 22 12WA-A4-10 42 22 MAXIMUM HOLE 15 52 38 RECOMMENDED PRODUCT DEPTH 15WA-A4-12 38NEW CODE TORQUE 52 (mm) 20 95 (Nm) 3 67 CODE (ho ) (Tinst ) 67 20 95 WA-A4-16 Installation 27 10 32 12 42 15 52 20 67 25 LENGTH 82 THREAD 25 4.5 11 22 38 95 HOLE 185 DIAMETER (mm) (do) 82 77-108 77-120 77-132 77-141 77-150 HOLE 77-162 DEPTH (mm) (ho ) Mechanical Setting Tool (mm) (lG ) 185 WA-06 WA-08 WA-10 WA-12 WA-16 MAXIMUM WA-20 RECOMMENDED 77-108 77-608 77-120 77-620 77-132 77-632 77-141 77-641 77-150 77-650 T f 12 x 1.6 16 x 1.6 20 x 2.0 24 x 2.5 30 x 3.0 WA-06 WA-A4-06 WA-08 WA-A4-08 WA-10 WA-A4-10 WA-12 WA-A4-12 WA-16 4 WA-A4-16 77-162 TORQUE (Nm) (Tinst ) 120 150 174 204 240 (Ø) WA-20 PRODUCT CODE Tinst NEW CODE WEDGE ANCHOR - STAINLESS STEEL DrillR-DCA a hole and clean it with Insert the anchor sleeve in Tighten to the Fixing completed. MAXIMUM GRIP TYPE THREAD SIZEWA-A4-06 HOLE HOLE ANCHORhole. a brush, remove dust withTHREAD the recommended SIZE 25 LENGTH DIAMETER 118 4.5torque. 77-608 THREAD M6 RECOMMENDED THREAD GRIP TYPE 27PRODUCT THREAD SIZE DEPTH LENGTH (d) NEW CODE SIZE(d) TORQUE (mm) 2 (mm) (mm) a blower. 30 (l ) 13 (d) (mm) 10 32 CODE 11 77-620 WA-A4-08 (d) M8 (Nm) (d ) (h ) (l) THREAD SIZE (d) M6 M8 M10 M12 M16 M20 11 4.530 77-608 13 13 1140 77-620 15 15 22THREAD HOLE 50 LENGTH 77-632 20 DIAMETER 20 (mm) 3865 (mm) 77-641 25 (lG ) (do) 25 9580 77-650 35 60 7ETA 5 PENDING 2007 87 102 PRODUCT PRODUCT NEW NEWCODE CODE CODE 1 2 0 CODE Washer M6 M10 M6 M12 M8M8 M10 M10 M16 M12 M12 M16 Manual Setting Manual Tool Manual Setting Tool G 25 30 40 50 65 M16 Setting Tool M20 40 118 50 13 65 15 20 25 o o (Tinst ) 15 M6 27 12SDS-plus 4.5 20 M8 32 15SDS-plus 10 11 12 42 22 25 M10 20 SDS-plus 15 20 52 38 42 77-608 52 77-620 77-632 67 77-641 22 WA-A4-06 38 WA-A4-08 WA-A4-10 95 WA-A4-12 WA-A4-16 M12 67 SDS-plus 95 77-650 M16Mechanical SDS-maxSetting Tool Mechanical Mechanical Setting Tool M20 SDS-max M6 77-632 M8 77-641 77-650 M10 M12 M16 Setting M20 SDS-plus WA-A4-10 SDS-plus WA-A4-12 SDS-plus WA-A4-16 SDS-plus Plug & drill Ø SDS-max (mm) Tool SDS-max 6 6 Installation 6 6 tainless Steel for bolt 8 8 Use the setting tool to Alternatively use the 8 drive the internal wedge mechanical setting tool 8 into the anchor. with an appropriate 8 drilling machine. 8 Installation 1 0 1. Drill a hole of required 2. Remove debris and 3. Insert wedge anchor, 4. Use the setting tool to 5. Alternatively use mechanical ebris and 3. Insert wedge anchor, 4. Use the setting tool to 5. Alternatively use mechanical diameter and depth. thoroughly clean hole with slotted end drive the internal wedge setting tool with 1 appropriate 0 y clean hole with slotted end drive the internal wedge setting tool with appropriate brush and pump. into the anchor. drilling machine. Installation 10 pump. into the anchor. drilling machine. 10 Service 34 10 1530 812Technical 857, Fax:Advisory +44 (0) 1530 812 862Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862 10 1. Drill a hole of required 2. Remove debris and 3. Insert wedge anchor, 4. Use the setting tool to 5. Alternatively use mechanical diameter and depth. thoroughly clean hole with slotted end first. drive the internal wedge setting tool with appropriate 10 brush and pump. into the anchor. drilling machine. 10 WL_KATALOG_2007_2008.indb 34 Advisory Service Technical Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862 34 2007-10-15 14:34:42 1 2 2007-10-15 12 1. Drill a hole of required 2. Remove debris and 3. Insert wedge anchor, 4. Use the setting tool to 5. Alternatively use mechanical 12 diameter and depth. thoroughly clean hole with slotted end first. drive the internal wedge setting tool with appropriate brush and pump. into the anchor. drilling machine. 1 2 12 12 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862 34 16 16 16 16 16 20 Uni - Channel Systems 50 Length (mm) 50 65 80 95 50 60 80 85 95 115 60 70 95 110 125 140 160 180 14:34:42 80 110 125 145 165 185 115 130 145 160 180 160 Usable Length (mm) 5 10 25 40 5 10 10 15 25 45 5 10 15 30 45 60 80 100 5 15 30 50 70 90 10 15 30 45 65 30 SFSP d 79 anchors Sleeve Anchor - SAS SAS Features: - Suitable for use in concrete, natural stone, brickwork and blockwork- small distance between achors. - Optimum performance in most base material types. - No protruding threads after installation. - Small distance between anchors and from edge. - Controlled expansion. - Zinc plated > 5µm. - Effective force distribution in the drilled hole. - Sleeve anchor with hexagon screw or with threaded bolt. Typical Applications: Uni-channel ,railings, steel constructions , machines, high-racks, cable support systems and mechanical fixations. Materials: - zinc plated steel. - stainless steel [ SS 304 (A2) , SS 316 (A4) ]. Technical Data: or Recommended loads (non-cracked concrete C 20/25). Fea tur es Tension Load t Sma ll edBolt ge Size a nd spa ce d(KN) ista nces M6 1.40 t Torque controlled expansion 2.45 t Zinc platedM8> 5µm M10 3.5 t Through xing M12 Shear Load (KN) .... Torque Moment (Nm) 2.0 10 3.3 25.0 5.0 40.0 .... .... *for cracked Concrete we shall use 0,5 x this value (approximately) Applications steel constructions, ma chines, pro les, under-constructions Setting Data: Edge distance > 1.5 x effective anchorage depth, distance between anchors > 3,0 x effective anchorage depth, min. thickness of foundation > 2,5 x H eff. H eff. (mm) Edge Distance C (mm) Distance Between Anchors S (mm) Thickness of Foundation hmin (mm) Washer (Ø) (mm) M6 35 52.5 105 70 18 x 1.6 8 10 M8 40 60 120 80 16 x 1.6 25 13 100 20 x 2.0 40 17 150 26 x 2.0 50 19 Bolt Size Bending moment Tighten torque (Nm) (Nm) 4.20 5.30 12.80 25.0 8.0 25.0 40.0 50.0 Usable Length M10 50 Distance between Distance to edge Min. thickness of75 found C (mm) M12 anchor S (mm) (hmin) mm 105 120 150 225 M Washer xagon screw SFSP 150 225 Spanner size (SAB) Spanner size 55.0 90.0 10.0 10.0 60.0 100.0 13.0 13.0 75.0 120.0 17.0 15.0 115.0 with hexagon screw (non-cracked concrete C20/25). 140.0 --19.0 Sleeve Anchor - SAS: Drilling Depth Size Spaner Size 75 Spanner size (SAS) 112.5 Tightening Torque (Nm) Drill Ø Length (mm) Drill (Ø) (mm) Hole Ø in Fixture (mm) Drilling Depth (mm) Setting Depth (Ø) H eff. (mm) Min.Usable Length (mm) M6 45 8 10 55 35 35 5 M6 60 8 10 55 35 35 15 M8 60 10 12 60 40 40 15 M8 80 10 12 60 40 40 25 Tinst H eff Setting Depth Drill Ø mm70 M10 50 50 15 Length M10 60 50 35 Length 12 Thread Drillingde14 pth Usablelength Setting70 depth mm mm mm min. 100 12 14 70mm M 6 use 0,5 x this value (approximately). *for cracked Concrete we shall M6 M8 M8 M10 M10 Uni - Channel Systems 80 Bolt Size Tension load Shear load Bending moment Heff. Edge Distance (kN) (mm) C (mm) Distance between anchor S (mm) Wa (Nm) 3.3 5.5 40 60 120 12 x (kN) anchors M6 2.6 ( 4.1 Bending 6.3 Tighten 13 Distance 50 Distance 16 Sx 8 Shear load 7 5thickness 1Spanner 50 Min. thickness edge Spanner Bending moment moment Distance betweenbetween Distance to edge toMin. Tighten torque torque Type load Tension Tension load ShearMload (Order No)(kN) (kN) 2.0 3.0 5.0 7 .5 2.0 3.0 5.0 7 .5 M6 M8 M10 M12 M10 (kN) M12 2.5 M16 3.3 5.5 8.0 (kN) 2.5 3.3 5.5 8.0 (Nm) 5.8(Nm) 9.2 144.20 4.20 5.30 5.30 12.80 12.80 25.0 25.0 antsiotanlla tion 1I nsta lla tion 8.5 (Nm) 12 238.0 25.0 40.0 50.0 (Nm) 26.5 Sanchor 58 C (mm) S (mm) anchor (mm) 46.5 8.0 118.5105 120 25.0 150 40.0 225 50.0 105 120 150 225 C (mm) 8of7found of found 1size 7 4(SAS) size (SAS)20 x (hmin) mm2 0 4 (hmin) 68 24 x 1 0 2 mm 10.0 30 x 80 55.0 55.0 1 2 090.0 90.0 2 410.0 0 60.0 60.0 100.0 100.0 13.0 13.0 75.0 75.0 120.0 120.0 17.0 17.0 115.0 115.0 140.0 140.0 ----- Installation of Sleeve Anchor - SAS 2 3 Tinst Drill a hole and clean it with Insert the sleeve anchor a brush, remove dust with a through the fixture into the 2 MS HSleeve A -S Sleeve Anchor with hexagon Anchor with hexagon screw screw blower. hole. Tinst Tinst Tighten to the recommended torque. hrd eeap dthDrU ilslianbgledelep Drill Ø mmDrill Ø Lm enm gth LeTnhgrtehad DrillinTg mm mm mm m M6 M6 U M6 M 6 Plug & drill Ø Length L with threaded bolt and nut M 8 (mm) M 8 (mm) M8 M8 Usable Length Size Length Drill (Ø) Hole Ø in Min.Drilling Min. Setting Max. Usable H eff. 6 M 1 0 M5100 (mm) (mm) Fixture Depth Depth Length (mm) 6 M 1 0 M6150 (mm) (mm) (Ø) (mm) 6 80 Spanner M6 49 8 10 29 27 25 20 6 95 M Drill Ø Size 8 50 M6 64 8 10 29 27 25 35 8 60 M8 60 10 12 34 32 30 25 Washer 8 80 H eff M8 75 10 12 34 40 MB HSleeve A -B Sleeve Anchor with threaded bolt and 32nut 30 8Depth 85 Anchor with threaded bolt and nut Setting M8 105 10 12 34 32 30 70 Drilli Drilling 8Depth 95 Plug drill Ø Length Plug & drill Ø & Drilling Length Dep Depth M8 85 10 12 34 32 30 50 8 1 1 5 (mm) (mm) (mm) (mm) (mm) (mm Length 10 60 M10 73 12 14 44 42 40 25 8 1 04 5 8 45 75 55 05 M10 88 12 14 44 42 40 40 8 1 06 0 8 60 95 55 55 M10 108 12 14 44 42 40 60 1 0 1 06 0 10 6 0 1 1600 60 1 0 1 08 0 10 8 0 1 2650 M10 138 12 14 44 42 40 90 60 1 2 1 07 0 12 7 0 1 4700 70 M12 100 16 18 64 62 60 30 1 2 1100 0 1 2 1 0 0 70 7 0 160 M12 120 16 18 64 62 60 50 1 0 1 8 0 M16 165 20 22 84 82 80 70 12 80 12 110 12 125 12 145 Installation ( push-through installation ) 12 165 12 185 1 2 3 4 16 115 16 130 16 145 16 160 16 180 20 160 Sleeve Anchor - SAB: Place the fixture (object) and drill a hole. Remove dust with a blower and clean the hole with a brush. Tap the anchor through fixture with a hammer or a setting tool. Drilling DrillingUsable UsableSetting Setting Size Drill Ø Drill ØLength Length min. depth depthlength length depth min. Installation predepth positioned (mm) (mm) (mm) (mm) (mm)(mm) (mm) (mm) (mm) (mm)((mm) M68 M68 M810 M810 M810 M10 12 M10 12 M10 12 M12 16 M12 16 M12 16 8 40 55 40 8 65 55 65 1 10 50 50 60 10 75 75 60 10 95 95 60 12 75 75 70 12 100 100 70 12 130 130 70 16 65 65 90 Drill of requested 16 a hole 110 90 110 diameter and depth. 16 145 145 90 Uni - Channel Systems 55 5 5 35 55 25 25 35 2 60 5 5 40 60 30 30 40 60 50 50 40 70 15 15 50 70 40 40 50 70 70 70 50 90 5 5 75 dust 25 with a 75 blower 90Remove 25 clean the hole with a 90and 60 60 75 brush. Size Tighten to the recommended torque. Drilling Drilli Size Drill Ø Drill ØLength Length depth dep (mm) (mm) (mm)(mm) (mm installation (mm) ) (mm) (mm) 35 M6 35 3 M6 40 M8 40 M8 40 M10 50 M10 50 50 75 75 Tap with a hammer or a tool until fixing depth 75 setting is reached. M68 M6 4 8 M810 M810 M10 12 M10 12 8 8 10 10 12 12 45 60 60 80 70 100 45 60 60 80 70 100 55 55 60 60 70 70 Tighten to the recommended torque. SFSP 55 55 60 60 70 70 81 anchors Through Bolt (Wedge Anchor) - STB Features: STB - Suitable for use in cracked concrete or in non-cracked concrete and in natural stone. - Special design of the clip in stainless steel which ensures a safe hold in the hole. - Torque controlled expansion. - Zinc plated > 5µm. - User friendly, face fixing or through fixing. Throughbolt, stainless steelsteel A4/316 Throughbolt, stainless A4/316 Typical Applications: Uni - channel, hand rails, steel construction, cable trays, supports, bracket, ducts and shelf feet. Fea t E t To t A t St t Fa Materials: - zinc plated steel. - stainless steel [ SS 304 (A2) , SS 316 (A4) ]. App fa ca und Through bolt Bolt Size Usable Length Drilling Depth Bolt Size or Drill Ø Washer M6 M8 plated (non-cracked M10 M12 Tension Load M16 (KN) M6 H eff Setting Depth Bolt Length (kN) Technical Data: Through bolt zinc Bending Heff. Tension Bending moment Tension Shear load load Shear load moment Bolt Size load (kN) M 62.6 2.6 4.1 M 84.1 C20/25). concrete 5.8 M 1 05.8 9.2 9.2 M12 Shear Load 14 14 M16 (KN) 2.0 (kN) (kN) (Nm) (Nm) 3.3 3.3 5.5 6.3 6.3 13 8.5 8.5 26.5 12 12 46.5 Torque Moment 23 23 118.5 (Nm) 1.90 (mm) 5.5 40 13 50 26.5 58 46.5 68 118.5 80 Edge Distance Heff. Edg (mm) C (mm) 40 50 58 68 80 60 75 87 102 120 4.0 Fea tur es on t Sma ll edgeM8 a nd spa ce dista4.0 ncI nessta lla tIinosnta lla ti4.0 M10 5.95 5.95 t Torque controlled expansion 7.5 10.0 t Zinc platedM12 > 5µm M16 12.0 16.0 t Through xing 15.0 30.0 50.0 100 *for cracked Concrete we shall use 0,5 x this value (approximately) 2 2 Applications steel conSetting structionData: s, ma chines, pro les, under-constructions Plug ( Edge distance > 1,5 H eff. , distance between anchors > 3 x H eff. Thickness of foundation > 2 x H eff. Bolt Size Bending moment Tighten torque (Nm) (Nm) 4.20 5.30 12.80 25.0 8.0 25.0 40.0 50.0 SFSP Spanner Size 100 7 10 100 14 13 (mm) Edge Distance C (mm) Distance Between Anchors S (mm) Washer (Ø) Thickness of Foundation hmin (mm) M6 40 60 120 12 x 1.6 M8 50 75 150 16 x 1.6 M10 Min. thickness 58 Distance between Distance to edge of found C (mm) anchor S (mm) M12 (hmin)68mm 105 120 150 225 Tightening Torque (Nm) H eff. 55.0 M16 60.0 75.0 115.0 90.0 80 100.0 120.0 140.0 87 Spanner 174Spanner 20 x 2.0 120 30 17 102 204 24 x 2.5 140 35 19 12010.0 240 10.0 30 x 3.0 160 80 24 size (SAS) 13.0 17.0 --- size (SAB) 13.0 15.0 19.0 Uni - Channel Systems 82 anchors Throughbolt, stainless steel A4/316 Throughbolt, stainless steel A4/316 Throughbolt, stainless steel A4/316 Installation Parameters: Through bolt zinc plated, stainless steel or hot dip galvanized. Bolt Size M6 M8 M10 M12 Bolt Length (mm) Drill Ø (mm) Hole Ø in Fixture (mm) Drilling Depth (mm) Setting Depth (mm) H eff. 40 6 6.5 35 27 ..... (mm) 55 6 6.5 35 35 35 70 6 6.5 35 35 35 95 6 6.5 35 35 35 50 8 9 35 35 ..... 65 8 9 40 40 ..... 80 8 9 40 40 40 95 8 9 40 40 40 105 8 9 40 40 40 Usable Length F(mm) Fixr Fea tu eesa tur esFea tur es t TceraoclphAenpaicpnarlo riocpvatailolAn t Euro3 peEaunroTpetecahnnEiu TA evacphlpnO t15 Torque expansion t Torque controlled expansion t controlled Torque controlled ex 30 t Applications in damp areas a t Applications damp areas in and ou t inApplications damp 55 t Stainless steel A4/316 t Stainless steel A4/316 t Stainless steel A4/31 10 xing or through xing xing or through t Facet20 Face or throug t Face xingxing 35 Applications 50 Applications Applications 60 e, ertarsa,ilycinsag ,brsla,eisltirenaegylss,c, sortan eseilt fa ca defas,ccaadbelse, fctaracbyalsd 15 under-constructions, high-racks under-constructions, high-racks, prohi under-constructions, 65 10 11 40 40 40 80 10 11 50 50 50 95 10 11 50 50 50 35 115 10 11 50 50 50 55 120 10 11 50 50 50 60 20 80 12 13 65 50 50 20 100 12 13 65 60 60 30 120 12 13 65 60 60 50 Bending moment Heff. Edge Distance Edge Distance WasherThickne Shear Size Tension Bending moment Heff. moment Distance between Washer load Shear load Bolt SizeBoltTension Bending Heff. EdgeDistance Distancebetween Distance between Wa Tension load load Shear load 65 Bolt135 Sizeload 12 13 60 60 65 (Nm) anchor (mm) C (mm) S (mm) (Ø) founda (kN) (kN) (Nm) anchor S (mm) (mm) C (mm) (Ø) (kN) M6 M8 M10 M12 M16 M6 M8 M16 M10 M12 M16 2.6 4.1 5.8 9.2 14 105 M140 62.6 M 84.1 M180 15.8 0 M220 19.2 2 M 1 14 6 (kN) (kN) 16 3.3 2.6 16 6.3 4.1 16 8.5 5.8 12 9.2 16 2314 H eff.= Effective anchorage depth 3.3 6.3 8.5 12 23 18 (kN) 5.53.3 18 136.3 18 26.5 8.5 12 18 46.5 118.5 23 85 5.5 85 13 85 26.5 46.5 85 118.5 (Nm) 70 405.5 501380 80 5826.5 6846.5 80 80 118.5 40 50 58 68 80 70 (mm) 60 80 40 7 550 80 8 758 1 068 2 80 1 280 0 15 60 7 5 40 8 7 80 1 0 2120 120 anchor S (mm) C (mm) 1 2 06 0 1 5 07 5 1 7 48 7 2 0140 2 2 4102 0 120 150 174 204 240 12 x11.6 2 012 x 1.6 16 x11.6 5 016 x 1.6 20 x12.0 7 420 x 2.0 24 x22.5 0 424 x 2.5 30 x23.0 4 030 x 3.0 (mm 112 00 116 00 120 20 124 40 130 60 Installation tanlla tiIonnsta lla tion sta llIantsio 1 2 3 Tinst 2 2 Drill a hole and clean with a brush, remove dust with a blower. 2 Place the fixture and insert the through bolt with a hammer. Tinst Tinst Tighten to the recommended torque. Usable UsableSettin PlugØ& drill Ø Plug & drill Length Plug &Length drill Ø Length Length Length depth m (mm) (mm) (mm) (mm) (mm (mm) (mm) (mm)(mm) Uni - Channel Systems 6 6 6 6 8 8 8 8 8 8 10 10 10 10 6 50 6 50 6 65 6 65 6 80 6 80 6 95 6 95 8 50 8 50 8 60 8 60 8 80 8 80 8 85 8 85 8 95 8 95 8 1 1 5 81 1 5 1 0 6 0 1 06 0 1 0 7 0 1 07 0 1 0 9 5 1 09 5 10 110 110 5 50 5 1 0 6 51 0 2 5 8 02 5 4 0 9 54 0 5 50 5 1 0 6 01 0 1 0 8 01 0 1 5 8 51 5 2 5 9 52 5 4 5 1 1 54 5 5 60 5 1 0 SFSP 7 01 0 1 5 9 51 5 30 30 30 40 40 40 27 30 50 50 50 50 33 35 58 58 83 anchors Shield Anchor - SHA Features: SHA - Assembly detachable, multiple removing and fixing. - Low energy impact, power-saving assembly. - Force controlled expansion. - Flexibility inside threaded anchor. - Variable length and art of threaded rods or bolts. - By tightening the screw, the cone pulls into the sleeve and tense against the drill hole. - Small edge distance and small distance between anchor. - Expansion elements are held together by a spring. - Optimum taper nut angle for maximum expansion. - Pressed steel segment ensure consistent dimensional accuracy. - Provide a projecting stud to support fixture during installation and removal. - Suitable for use in concrete, natural stone, Brick and sand stone. Typical Applications: For fixing : steel construction, handrail, console, bracket, ladders, gate and spacing design. Materials: - zinc plated and die-cast. Technical Data: Usable Length t Fixture Recommended loads (concrete C 20/25 and in brick work). H eff. Setting Depth Concrete Cone Size Drill Ø or Tension Load KN Shear Load KN Torque Concrete N.m M6 1.2 1.2 10 M8 1.6 1.6 25 3.2 3.2 40 Fea tur es M10 M12 4.8 4.8 60 t Sma ll edge a nd spa ce dista nces *forcontrolled cracked Concrete we shall use 0,5 x this value (approximately) t Torque expansion t Zinc plated > 5µm t Through xing Drilling Depth (Hole Depth) Bolt Length Applications steel conSetting structionData: s, ma chines, pro les, under-constructions Edge distance > 1,5 x H eff., distance between anchors > 3 x H eff. Thickness of foundation > 2 x H eff. Bending moment Tighten torque (Nm) (Nm) 4.20 5.30 12.80 25.0 8.0 25.0 40.0 50.0 SFSP Size Distance to Edge C (mm) Distance Between Anchors S (mm) Min. Thickness of Foundation hmin(mm) M6 52.5 105 70 35 M8 60 120 80 40 M10 75 150 100 50 180 120 60 M12 90 Distance between Distance to edge Min. thickness of found C (mm) anchor S (mm) (hmin) mm 105 120 150 225 55.0 60.0 75.0 115.0 90.0 100.0 120.0 140.0 Spanner Spanner 10.0 13.0 17.0 --- 10.0 13.0 15.0 19.0 size (SAS) H eff. (mm) size (SAB) Uni - Channel Systems 84 anchors Fea tur es t Europea n Technica l Approva l O p t Torque controlled expansion t Applications in damp areas and t Stainless steel A4/316 t Face xing or through xing Installation Installation Parmeters: A- Using a hexagon screw: insert shield only, place the fixture over the hole and insert a hexagon Applications screw with a washer through fa ca des, ca ble tra ys, ra ilings, steel c under-constructions, high-racks, p B- Using a threaded bolt and nut: insert the shield with a threaded bolt, position the fixture over the thread and add the fixture. a washer with a nut. A- Shield anchor with hexagon screw: Bolt Length (mm) Size Min.Drill Ø (mm) 55 M6 Bolt Size 70 Tension load12 85 M8 M10 M6 M8 M10 M12 M16 65 80 95 Shield Length (mm) Setting Depth H eff. 45 Shear load 50moment Bending (kN) (Nm) 3.350 6.3 8.5 12 60 23 5.5 55 40 46.5 65 118.5 50 85 60 (kN) 2.6 4.1 5.8 9.2 14 Min. Hole Depth (mm) 35 Heff. (mm) 40 50 58 68 80 Usable Length (mm) Spanner Size (mm) 10 25 Edge Distance 10 40 C (mm) 10 25 40 60 13 10 25 50 102 120 17 13 steel A4/316 7 5 Throughbolt, stainless 26.5 87 75 90 115 90 105 120 M12 I nsta lla tion 14 16 20 75 2 1 10 25 40 3 Distance between anchor S (mm) Washer 120 150 174 204 240 12 x 1.6 16 x 1.6 20 x 2.0 24 x 2.5 30 x 3.0 (Ø) Th fo Fea tur es t 19Europea n Technica l Approva l O t Torque controlled expansion t Applications in damp areas and 4 t Stainless steel A4/316 t Face xing or through xing Tinst Drill a hole and clean it with a bruch, remove dust 2 a blower. with Place the plug and the object to fix. Applications Fixing completed. fa ca des, ca ble tra ys, ra ilings, steel c under-constructions, high-racks, p Tighten the screw. B- Shield anchor with threaded bolt and nut: Size Threaded Length (mm) Min. Drill Ø (mm) Shield Length (mm) Min. Hole Dep (mm) Setting Depth H eff. Usable Length (mm) Plug & drill Ø (mm) Spaner Size Length (mm) (mm)6 50 6 65 80 M6 12 45 50 35 10 6 6 95 8Distance between 50 Bending moment Heff. Edge Distance Tension load Shear load Bolt Size 75 10 8 anchor S (mm) 60 (Nm) (mm) C (mm) (kN) (kN) 90 25 M8 14 50 55 40 13 8 80 115 50 M6 2.6 3.3 5.5 40 60 120 85 8 125 60 4.1 6.3 13 50 M8 75 150 95 8 90 15 5.8 8.5 26.5 58 M10 87 174 115 8 M10 M 1 2 105 16 65 50 68 30 9.2 12 60 46.5 1 0 2 17 1 0 204 60 135 60 14 23 118.5 80 M16 120 240 70 10 110 15 10 95 M12 125 20 75 85 60 30 19 1 0 110 170 75 10 125 10 140 10 160 I nsta lla tion 180 11 2 41 0 3 12 80 12 110 12 125 12 145 1 2 Tinst 165 12 185 Drill a hole and clean it with Place the plug and the Tighten the screw. Fixing 1 6 completed. 115 a brush, remove dust with object to fix. 16 130 2 a blower. 16 145 16 160 16 180 Uni - Channel Systems 20 160 Plug & drill Ø Length 65 80 115 10 25 60 (mm) (mm) Usable Length (mm) 5 10 25 40 5 Washer (Ø)1 0 10 12 x 11.6 5 16 x 21.6 5 20 x 42.0 5 24 x 2.5 5 30 x 13.0 0 15 30 45 60 80 100 5 15 30 50 70 90 10 15 30 45 65 SFSP 30 Usable Length S de Th fo d Converters & Terms 86 Converters & Terms C o n v e r t e rs Length To Convert From To Multiply By inch (in) = meter (m) x 2.540000 x 10-2 foot (ft) = meter (m) x 3.048000 x 10-1 inch (in) = centimeter (cm) x 2.540000 foot (ft) = centimeter (cm) x 3.048000 x 10+1 inch (in) = micrometer (µm) x 2.540000 x 10+4 foot (ft) = micrometer (µm) x 3.048000 x 10+1 meter (m) = foot (ft) x 3.280840 meter (m) = inch (in) x 3.937008 x 10+1 micrometer (µm) = foot (ft) x 3.937008 x 10-5 micrometer (µm) = inch (in) x 3.280840 x 10-6 Area To Convert From To Multiply By inch (in ) = square meter (m ) x 6.451600 x 10-4 foot (ft2) = square meter (m2) x 9.290304 x 10-2 inch (in ) = foot (ft2) = square. centimeter (cm ) x 6.451600 square. centimeter (cm2) x 9.290304 x 10+2 inch (in2) = square.micrometer (µm2) x 6.451600 x 10+8 foot (ft ) = square.micrometer (µm ) x 9.290304 x 10+10 square meter (m2) = square foot (ft2) x 1.0764 x 10+1 square meter (m ) = square inch (in ) x 1.550003 x 10+3 sq. centimeter (cm2) = square foot (ft2) x 1.0764 x 10-3 sq. centimeter (cm ) = square inch (in ) x 1.550003 x 10-1 sq.micrometer (µm ) = square foot (ft ) x 1.0764 x 10-9 sq.micrometer (µm2) = square inch (in2) x 1.550003 x 10-7 inch (in3) = cubic meter (m3) x 1.638706 x 10-5 foot (ft3) = cubic meter (m3) x 2.831685 x 10-2 inch (in3) = cubic centimeter (cm3) x 1.638706 x 10+1 foot (ft ) = cubic centimeter (cm ) x 2.831685 x 10+4 inch (in3) = cubic micrometer (µm3) x 1.638706 x 10+13 foot (ft ) = cubic micrometer (µm ) x 2.831685 x 10+16 square meter (m ) = 3 square foot (ft ) x 3.5315 x 10+1 square meter (m3) = square inch (in3) x 6.01024 x 10+4 sq. centimeter (cm ) = 3 square foot (ft ) x 3.5315 x 10-5 sq. centimeter (cm3) = square inch (in3) x 6.01024 x 10-2 sq.micrometer (µm ) = 3 square foot (ft ) x 3.5315 x 10-17 sq.micrometer (µm3) = square inch (in3) x 6.01024 x 10-14 gallon (U.S. liquid) = cubic meter (m ) x 3.785412 x 10-3 2 2 2 2 2 2 2 2 2 2 2 2 Volume To Convert From To 3 3 3 3 3 Multiply By 3 3 3 Force To Convert From pounds-force (lbf) To = newtons (N) degree Fahrenheit = degree Celsius = Multiply By x 4.448222 x 10° degree Celsius x t°C = (t°F - 32)1.8 degree Fahrenheit x t°F = 1.8t°C + 32 Temperature To Convert From Uni - Channel Systems To Multiply By SFSP Converters & Terms 87 Section Properties To Convert From To Multiply By section modulus S (in ) = S (m ) x 1.638706 x 10-5 moment of inertia I(in4) = I (m4) x 4.162314 x 10-7 modulus of elasticity E (psi) = E (Pa) x 6.894757 x 10+3 section modulus S (m ) = 3 S (in ) x 6.102374 x 10+4 moment of inertia I (m4) = I (in3) x 2.402510 x 10+6 modulus of elasticity E (Pa) = E (psi) x 1.450377 x 10-4 3 3 3 Bending Moment or Torque To Convert From To Multiply By lbf.ft = newton meter (N.m) x 1.355818 lbf.in = newton meter (N.m) x 1.129848 x 10 -1 N.m = lbf.ft x 7.375621 x 10 -1 N.m = lbf.ft x 8.850748 Mass To Convert From To Multiply By ounce = kilogram (kg) x 2.834952 x 10-2 pound = kilogram (kg) x 4.535924 x 10-1 kilogram (kg) = ounce x 3.527396 x 10+1 kilogram (kg) = pound x 2.204622 lb/ft = kilogram per meter (kg/m) x 1.488164 lb/in = kilogram per meter (kg/m) x 1.785797 x 10+1 kg/m = pound per foot (lb/ft) x 6.719689 x 10-1 kg/m = pound per inch (lb/in) x 5.599741 x 10-1 = kilogram per cubic meter (kg/m3) x 1.601846 x 10+1 Mass Per unit Length Mass Per unit Volume lb/ft3 lb/in3 = kilogram per cubic meter (kg/m3) x 2.767990 x 10+4 3 = pound per cubic foot (lb/ft ) x 6.242797 x 10-2 kg/m3 = pound per cubic inch (lb/inch3) x 3.612730 x 10-5 lbs/ft = pound per cubic inch (lb/inch ) x 1.728000 x 10+3 lb/ft2 = kilogram per square meter (kg/ m2) x 4.882428 kg/m2 = pound per square foot (lb/ft2) x 2.048161 x 10-1 lbf/in2 (psi) = pascal (Pa) x 6.894757 x 10+3 kip/in2 (ksi) = pascal (Pa) x 6.894757 x 10+6 2 lbf/in (psi) = megapascal (MPa) x 6.894757 x 10-3 pascal (Pa) = pound-force per square inch (psi) x 1.450377 x 10-4 pascal (Pa) = kp per square inch (psi) x 1.450377 x 10-7 megapascal (MPa) = lbf/in (psi) x 1.450377 x 10+2 kg/m 3 3 3 Mass Per unit Area Pressure or Stress 2 Abbreviations Metric symbols Defl. = Deflection o.c. = On Center m= Meter kg= Kilogram kn = Kilonewton S.F. = Safety Factor PVC = Poly Vinyl Chloride cm= Centimeter lb = pound Pa= Pascal Ft. = Feet In. mm= Millimeter ft = foot MPa= Megapascal µm= Micrometer N= Newton Pre-galv. = Pre-galvanized Steel SFSP = Inch psi = Pound per Square Inch Uni - Channel Systems 88 Converters & Terms terms - AISI (American Iron and Steel Institute): A North American trade association. - Alloying Element: The adding of any metallic element in stainless steel production in Order to increase hardness, strength, or corrosion resistance. Molybdenum, nickel, and chromium are common alloying elements in stainless steel. - Alloy Steel (S): Refers to steels made with deliberate additions of one or more alloying elements during steelmaking to enhance the properties of the steel. The most common alloying elements are Mn, Cr, Mo and Ni. - Annealing (Solution Annealing): A process of heating cold stainless steel to obtain maximum softness and ductility by heat treatment which also produces a homogeneous structure (in austenitic grades). It relieves stresses that have built up during cold working and insures maximum corrosion resistance. Annealing can produce scale on the surface shall be removed by pickling. - Austenitic Stainless Steel: Non-magnetic stainless steel that contain nickel and chromium. Austenitic stainless steels are the most widely used category of stainless steel. - Cold Forming (Cold Working): Any mechanical operation that makes permanent deformation, such as bending, rolling, drawing, etc. performed at room temperature that increases the hardness and strength of the stainless steel. - Cold Roll Formed Sections (S): The term usually refers to hot rolled steel that is roll formed cold into angles, channels or shaped / corrugated sheet. The word ‘cold’ refers to the forming process, not to the type of steel that is used. - Cold-Rolled Strip (Sheet): Stainless steel that has been run through a cold reduction mill. - Drawing (Drawn): A forming process that presses metal into or through a die (as in cold drawn wire). - Ferritic: Magnetic stainless steels that have a low carbon content and contain Chromium as the main alloying element, usually between 13% and 17%. It is the second most widely used stainless steel. - Ferrous: Any metal that is primarily composed of iron. - Galvanneal (S): Refers to a sheet steel product that is annealed after hot dip galvanizing with zinc. The additional annealing step produces an external zinc-iron alloy coating which gives the coated steel product exceptional corrosion resistance. - Gauge (S): Another term for the thickness of sheet steel. - Hardness Test: Hardness testing consists of pressing an indenter into a flat surface under a perfectly controlled load, then measuring the dimension of the resulting indentation. Uni - Channel Systems - HRC (S): Common abbreviation for hot rolled coil. - Low-Carbon Stainless Steel: Stainless steel containing less than 0.03% carbon. - Martensitic: A small category of magnetic stainless steels typically containing 12% chromium, a moderate level of carbon, and a very low level of nickel. - Mild steel (S): Low carbon steel - often also referred to as soft steel. Carbon content generally under 0.25%. - Molybdenum (Mo): An alloying element that enhances corrosion resistance along with chromium in stainless steels. - Nickel (Ni): An alloying element used in stainless steels to enhance ductility and corrosion resistance. - Non-Ferrous Metal: Metal or alloy that contains no iron. - Passivation: When exposed in air, stainless steels passivate naturally (due to the presence of chromium). In order to ensure that the passive layer reforms rapidly after pickling, a passivation treatment is performed using a solution of nitric acid and water. - Pickling: A process that removes surface scale and oxidation products by immersion in a chemically active solution, such as sulfuric or hydrochloric acid. - Quenching (S): Rapid cooling - typically undertaken to obtain a specific property such as increased hardness of steel. - Secondary Stainless Steel: Stainless steel that has been rejected by an original customer because of a defect in the chemistry, gauge, or surface quality. - Stainless Steel: Group of corrosion resistant steels containing at least 10.5% chromium and may contain other alloying elements; These steels resist corrosion and maintain its strength at high temperatures. - Titanium (Ti): A very ductile and malleable white metal that is used in aviation, aerospace, etc. because of its high strength and light weight. - Tungsten (W): Gray metal with high tensile strength. It is ductile, malleable, and resistant to atmospheric elements and all acids except strong alkalies. - Impact Strength: Absorbed energy is designated by KV, in V- notch and Ku in u notch. - Tempering: Process of giving the requisite degree of hardness or softness to steel. - Chromating: the process of covering a surface with an oxide layer that chemically reacts to form metal chromates. SFSP