Bondek I_calculation Note_1 Row of Support

1

Requirement : Bondek I : G450 Mpa , 0.75mm

Concrete slab : 200mm

Support beam spacing : 2m

Row of support column : 1m

Loading on framework :

1. Sheeting dead load : gsh= 0.13 KPa 2. Concrete deadload ( 200mm thickness ): gc = 0.2x25 = 5Kpa 3. Live load due to weight of workmen and equipment Stage I : quvI = 1 KPa

Stage II : quvII = 1 KPa 4. Concentrated live load due to mounding of concerete ( stage II only ) : 3Kpa and distributed anywhere along a length of 1.6m in spanning direction 5. Loading combination for strength : Stage I : 1.25gsh + 1.5 quvI Stage II : 1.25 ( gsh + gc ) + 1.5 quvII or 1.25 ( gsh + gc ) + 1.5 qc

6. Loading combination for deflection ( stage II ) : gsh + gc Conclusion : - Strength capacity : Bondek I , 0.75mm capacity meets requirement loading - Defelction limit : : Bondek I , 0.75mm meets deflection limit ( span/150 ) of requirement

loading

CFS Version 6.0.2 Page 2Section: BondekI_0,75mm.sct HTPanel 50,8x50,8x1@304,8x0,75 BBV

Rev. Date: 02/08/2013 8:06:57 SABy: HT

Material: A572 Grade 65No strength increase from cold work of forming.Modulus of Elasticity, E 203400 MPaYield Strength, Fy 448,16 MPaTensile Strength, Fu 551,58 MPaWarping Constant Override, Cw 0 mm^6Torsion Constant Override, J 0 mm^4 Panel, Thickness 0,75 mmPlacement of Part from Origin:X to center of gravity 0 mmY to center of gravity 0 mmCenterline dimensions, Open shape Length Angle Radius Web k Hole Size Distance (mm) (deg) (mm) Coef. (mm) (mm) 1 5,00 90,000 2,3812 None 0,000 0,00 2,50 2 23,00 0,000 2,3812 Single 0,000 0,00 11,50 3 50,00 250,000 2,3812 Deck 0,000 0,00 25,00 4 300,00 0,000 2,3812 Deck 0,000 0,00 150,00 5 50,00 110,000 2,3812 Deck 0,000 0,00 25,00 6 23,00 0,000 2,3812 Single 0,000 0,00 11,50 7 5,00 -90,000 2,3812 Deck 0,000 0,00 2,50

CFS Version 6.0.2 Page 1Section: BondekI_0,75mm.sct HTPanel 50,8x50,8x1@304,8x0,75 BBV

Rev. Date: 02/08/2013 8:06:57 SABy: HT

Section Inputs

CFS Version 6.0.2 Page 1Analysis: Analysis 1.anl HT4-Span Continuous Beam BBV

Rev. Date: 07/08/2013 10:05:01 SABy: HT

Analysis InputsMembers Section File Revision Date and Time 1 BondekI_0,75mm.sct 02/08/2013 8:06:57 SA Start Loc. End Loc. Braced R k ex ey (m) (m) Flange (kN) (mm) (mm) 1 0,0000 8,0000 None 0,0000 0,0000 0,00 0,00 Supports Type Location Bearing Fastened K (m) (mm) 1 XYT 0,0000 50,8 No 1,0000 2 Y 1,0000 50,8 No 1,0000 3 XYT 2,0000 50,8 No 1,0000 4 Y 3,0000 50,8 No 1,0000 5 XYT 4,0000 50,8 No 1,0000 6 Y 5,0000 50,8 No 1,0000 7 XYT 6,0000 50,8 No 1,0000 8 Y 7,0000 50,8 No 1,0000 9 XYT 8,0000 50,8 No 1,0000 Loading: gsh Type Angle Start Loc. End Loc. Start End (deg) (m) (m) Magnitude Magnitude 1 Distributed 90,000 0,0000 8,0000 -0,0400 -0,0400 kN/m Loading: gc Type Angle Start Loc. End Loc. Start End (deg) (m) (m) Magnitude Magnitude 1 Distributed 90,000 0,0000 8,0000 -1,5000 -1,5000 kN/m Loading: quvI Type Angle Start Loc. End Loc. Start End (deg) (m) (m) Magnitude Magnitude 1 Distributed 90,000 0,0000 8,0000 -0,3000 -0,3000 kN/m Loading: quvII Type Angle Start Loc. End Loc. Start End (deg) (m) (m) Magnitude Magnitude 1 Distributed 90,000 0,0000 8,0000 -0,3000 -0,3000 kN/m Loading: qc1 Type Angle Start Loc. End Loc. Start End (deg) (m) (m) Magnitude Magnitude 1 Distributed 90,000 0,2000 1,8000 -0,9000 -0,9000 kN/m


Rev. Date: 07/08/2013 10:05:01 SABy: HT

Loading: qc2 Type Angle Start Loc. End Loc. Start End (deg) (m) (m) Magnitude Magnitude 1 Distributed 90,000 2,2000 3,8000 -0,9000 -0,9000 kN/m Loading: qc3 Type Angle Start Loc. End Loc. Start End (deg) (m) (m) Magnitude Magnitude 1 Distributed 90,000 0,2000 1,8000 -0,9000 -0,9000 kN/m 2 Distributed 90,000 2,2000 3,8000 -0,9000 -0,9000 kN/m Load Combination: 1.25 gsh + 1.5 quvISpecification: 1999 AISI Specification (LRFD)Inflection Point Bracing: No Loading Factor 1 gsh 1,2500 2 quvI 1,5000 Load Combination: 1.25 ( gsh + gc ) + 1.5 quvIISpecification: 1999 AISI Specification (LRFD)Inflection Point Bracing: No Loading Factor 1 gsh 1,2500 2 gc 1,2500 3 quvII 1,5000 Load Combination: 1.25 ( gsh + gc ) + 1.5 qc1Specification: 1999 AISI Specification (LRFD)Inflection Point Bracing: No Loading Factor 1 gsh 1,2500 2 gc 1,2500 3 qc1 1,5000 Load Combination: 1.25 ( gsh + gc ) + 1.5 qc2Specification: 1999 AISI Specification (LRFD)Inflection Point Bracing: No Loading Factor 1 gsh 1,2500 2 gc 1,2500 3 qc2 1,5000 Load Combination: 1.25 ( gsh + gc ) + 1.5 qc3Specification: 1999 AISI Specification (LRFD)Inflection Point Bracing: No Loading Factor 1 gsh 1,2500 2 gc 1,2500 3 qc3 1,5000


Rev. Date: 07/08/2013 10:05:01 SABy: HT

Member Check - 1999 AISI Specification (LRFD)Load Combination: 1.25 ( gsh + gc ) + 1.5 qc1Design Parameters at 1,0000 m, Right side:Lx 1,0000 m Ly 2,0000 m Lt 2,0000 mKx 1,0000 Ky 1,0000 Kt 1,0000

Section: BondekI_0,75mm.sctMaterial Type: A572 Grade 65, Fy=448,16 MPaCbx 1,0000 Cby 1,0000 ex 0,0000 mmCmx 1,0000 Cmy 1,0000 ey 0,0000 mmBraced Flange: None Red. Factor, R: 0 Stiffness, k: 0 kNLoads: P Mx Vy My Vx (kN) (kN-m) (kN) (kN-m) (kN)Total 0,000 -0,3490 1,771 0,0000 0,000Applied 0,000 -0,3490 1,771 0,0000 0,000Strength 18,234 0,7195 13,840 4,8121 1,461

Effective section properties at applied loads:Ae 152,15 mm^2 Ixe 55407 mm^4 Iye 3025439 mm^4 Sxe(t) 2245 mm^3 Sye(l) 19360 mm^3 Sxe(b) 2403 mm^3 Sye(r) 19360 mm^3

Interaction EquationsAISI Eq. C5.2.2-1 (P, Mx, My) 0,000 + 0,485 + 0,000 = 0,485

CFS Version 6.0.2Analysis: Analysis 1.anl HT4-Span Continuous Beam BBV

Rev. Date: 07/08/2013 10:08:07 SABy: HT

Load Combination: gsh + gc, Y Direction

Reaction(kN)

0,60727

1,74641,4844 1,5559 1,5321 1,5559 1,4844

1,7464

0,60727

Shear(kN)

0,60727

-0,93273

0,81366

-0,72634

0,75809

-0,78191

0,77397

-0,76603

0,76603

-0,77397

0,78191

-0,75809

0,72634

-0,81366

0,93273

-0,60727

Moment(kN-m)

0,11973

-0,16273

0,052217

-0,11907

0,06752

-0,13098

0,06351

-0,12701

0,06351

-0,13098

0,06752

-0,11907

0,052217

-0,16273

0,11973

Deflection(mm)

-0,50659

0,01717

-0,12415

-0,22235 -0,19734 -0,19734 -0,22235

-0,12415

0,01717

-0,50659

Bondek I_calculation noteBondek I_0.75mm_1 row of supportBondek I_0.75mm_1 row of support_deflection

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Bondek I_calculation Note_1 Row of Support