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CFS Version 6.0.2 Page 1Section: Bondek 300.sct LOGBondek BP NSBL

Rev. Date: 8/2/2013 10:44:11 AMBy: LOG

Section Inputs

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CFS Version 6.0.2 Page 2Section: Bondek 300.sct LOGBondek BP NSBL

Rev. Date: 8/2/2013 10:44:11 AMBy: LOG

Material: A572 Grade 65No strength increase from cold work of forming.Modulus of Elasticity, E 203400 MPaYield Strength, Fy 448.16 MPa

Tensile Strength, Fu 551.58 MPaWarping Constant Override, Cw 0 mm^6Torsion Constant Override, J 0 mm^4Bondek BP, Thickness 0.75 mm

Placement 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 14.00 106.000 5.0000 None 0.000 0.00 7.00 2 23.00 0.000 5.0000 Single 0.000 0.00 11.50

3 52.00 -106.000 5.0000 Deck 0.000 0.00 26.00 4 300.00 0.000 5.0000 None 0.000 0.00 150.00 5 52.00 106.000 5.0000 Deck 0.000 0.00 26.00 6 16.00 0.000 5.0000 Single 0.000 0.00 8.00

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CFS Version 6.0.2 Page 1Analysis: Analysis 14.anl LOG5-Span Continuous Beam NSBL

Rev. Date: 8/3/2013 5:51:54 PMBy: LOG

Analysis Inputs

Members Section File Revision Date and Time 1 Bondek 300.sct 8/2/2013 10:44:11 AM

Start Loc. End Loc. Braced R k ex ey (m) (m) Flange (kN) (mm) (mm) 1 0.0000 4.7500 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 XYT 0.9000 50.8 No 1.0000 3 XYT 1.8000 50.8 No 1.0000 4 XYT 2.7000 50.8 No 1.0000 5 XYT 3.6000 50.8 No 1.0000 6 XYT 4.5000 50.8 No 1.0000

Loading: Dead Load Type Angle Start Loc. End Loc. Start End (deg) (m) (m) Magnitude Magnitude 1 Distributed 90.000 0.0000 4.7500 -1.1250 -1.1250 kN/m

Loading: Live Load Type Angle Start Loc. End Loc. Start End (deg) (m) (m) Magnitude Magnitude

1 Distributed 90.000 0.0000 4.7500 -0.3000 -0.3000 kN/m2 Concentrated 90.000 0.4623 NA -3.0000 NA kN

Bearing Length 25.4 mm

Load Combination: 1.25D+1.5L

Specification: 2007 North American Specification - US (LRFD)Inflection Point Bracing: Yes Loading Factor 1 Beam Self Weight 1.2500

2 Dead Load 1.2500 3 Live Load 1.5000 4 Product Load 1.5000

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CFS Version 6.0.2 Page 2Analysis: Analysis 14.anl LOG5-Span Continuous Beam NSBL

Rev. Date: 8/3/2013 5:51:54 PMBy: LOG

Load Combination: 1.2D+1.5E+0.5L+0.2SSpecification: 2007 North American Specification - US (LRFD)

Inflection Point Bracing: Yes Loading Factor 1 Beam Self Weight 1.2000 2 Dead Load 1.2000 3 Live Load 0.5000

4 Product Load 0.5000 5 Snow Load 0.2000 6 Earthquake Load 1.5000Load Combination: 0.9D+1.3W

Specification: 2007 North American Specification - US (LRFD)Inflection Point Bracing: Yes Loading Factor 1 Beam Self Weight 0.9000

2 Dead Load 0.9000 3 Wind Load 1.3000Load Combination: 0.9D+1.5ESpecification: 2007 North American Specification - US (LRFD)

Inflection Point Bracing: Yes Loading Factor 1 Beam Self Weight 0.9000 2 Dead Load 0.9000

3 Earthquake Load 1.5000

Member Check - 2007 North American Specification - US (LRFD)

Load Combination: 1.25D+1.5L

Design Parameters at 0.47047 m:Lx 0.90000 m Ly 0.74548 m Lt 0.74548 mKx 1.0000 Ky 1.0000 Kt 1.0000Section: Bondek 300.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 mm

Braced Flange: None Red. Factor, R: 0 Stiffness, k: 0 kN

Loads: P Mx Vy My Vx (kN) (kN-m) (kN) (kN-m) (kN)Total 0.000 0.8843 0.000 0.0000 0.000Applied 0.000 0.8843 0.000 0.0000 0.000

Strength 18.819 0.8930 13.600 3.8742 4.471Effective section properties at applied loads:Ae 325.34 mm^2 Ixe 96438 mm^4 Iye 3774565 mm^4 Sxe(t) 2401 mm^3 Sye(l) 24953 mm^3 Sxe(b) 9119 mm^3 Sye(r) 23938 mm^3Interaction EquationsNAS Eq. C5.2.2-1 (P, Mx, My) 0.000 + 0.990 + 0.000 = 0.990

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CFS Version 6.0.2 Page 3Analysis: Analysis 14.anl LOG5-Span Continuous Beam NSBL

Rev. Date: 8/3/2013 5:51:54 PMBy: LOG

Location Shear(l) Shear(r) Reaction

(m) (kN) (kN) (kN) 0.0000 0.0000 2.3363 2.3363 0.9000 -3.8626 1.4776 5.3402 1.8000 -0.2212 0.6878 0.9090 2.7000 -1.0111 0.8680 1.8791 3.6000 -0.8309 0.9370 1.7679 4.5000 -0.7619 0.4719 1.2338

Location Moment Location Deflection Inflections (m) (kN-m) (m) (mm) (m) 0.4705 0.88435 0.4337 -2.7583 0.7455 0.9000 -0.57431 1.2095 0.7532 1.6174 1.6828 0.00403 2.2015 -0.3994 1.7481 1.8000 -0.00893 2.7792 0.0175 1.8132 2.1643 0.11636 3.1639 -0.0668 2.5155

2.7000 -0.15445 3.5364 0.0106 2.9412 3.1598 0.04511 4.0815 -0.3106 3.3784 3.6000 -0.13776 4.7500 0.1911 3.7795 4.0964 0.09478 4.4133 4.5000 -0.05899