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17-038 MAHAN TRUSS RETROFIT 2018-08-011/21 2/21 3/21 4/21 5/21 6/21 7/21 Project: truss-1c EBA, THE LAND DEVELOPER, LLC August 01, 2018 G:\Structural Jobs\2017\17-038 Mahan Yelm Shop\truss design\ Project Settings Building Code Load Combinations: ASCE 7-10 ASD Deflection Checks Vertical Direction: Y, Ground Elevation = 0.00 ft Occupancy Category: II Seismic Data (For load combination generation): Spectral Acceleration (SDS) = 0.150 Seismic Design Category: A Overstrength Omega0:X=2.5, Z=2.5 Seismic Redundancy Rho: X=1, Z=1 Load Cases Load Case Design Checks Seismic Type Results ( 1)D -NA--NA-Yes (20)S -NA--NA-Yes (34).6D+.7Di Allowable (ASD)-NA-Yes (35)D+.6H Allowable (ASD)-NA-Yes (36)D+.75(L+S)Allowable (ASD)-NA-Yes (37)D+L Defl. 'Other'-NA-Yes (38)D+S Defl. 'Other'-NA-Yes (39)D+S Allowable (ASD)-NA-Yes (40)Snow Defl. 'W or S'-NA-Yes Page 1 VisualAnalysis 12.00.0020 (www.iesweb.com) 8/21 Project: truss-1c EBA, THE LAND DEVELOPER, LLC August 01, 2018 G:\Structural Jobs\2017\17-038 Mahan Yelm Shop\truss design\ Wood Beam Report: BmX002-2 Member Details Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Wood Design per NDS 2012 ASD Page 2 VisualAnalysis 12.00.0020 (www.iesweb.com) 29.970 lb Framing Beam Beta 0 deg Member Properties Connections Start End Node N002 N009 Location (12, 0, 0 ft)(17, 0, 0 ft) Support Free Free Length Extreme Forces Axial -2085.241 lb D+S My 0.000 lb-ft -NA- Mz 174.227 lb-ft D+S Vy 26.475 lb D Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- 5.000 ft Extreme Deflections (all cases) Total Dy -0.219 in D+S Total Dz 0.000 in -NA- Beam Dy -0.003 in D+S Beam Dz 0.000 in -NA- Shape Rectangle 9.25 x 3 Controlling Design Checks Type Case Demand Capacity Unity Status Reference Strong Deflection Check Snow -0.002 in 0.167 in 0.01 OK IBC 1604.3.1 Combined Check D+S -NA--NA-0.05 OK 3.9-3 Axial Check D+S 10820.708 psf 216908.968 psf 0.05 OK 3.6.3 Strong Flexure Check D+S 7037.302 psf 163930.567 psf 0.04 OK 3.3-1 Strong Shear Check D+.6H 206.077 psf 23328.001 psf 0.01 OK 3.4-2 Material Douglas Fir-Larch Weight 9/21 Project: truss-1c EBA, THE LAND DEVELOPER, LLC August 01, 2018 G:\Structural Jobs\2017\17-038 Mahan Yelm Shop\truss design\ Wood Beam Report: BmX002-3 Member Details Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Wood Design per NDS 2012 ASD Page 3 VisualAnalysis 12.00.0020 (www.iesweb.com) 29.970 lb Framing Beam Beta 0 deg Member Properties Connections Start End Node N009 N003 Location (17, 0, 0 ft)(22, 0, 0 ft) Support Free Free Length Extreme Forces Axial -2085.241 lb D+S My 0.000 lb-ft -NA- Mz 164.545 lb-ft D+S Vy -40.746 lb D+S Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- 5.000 ft Extreme Deflections (all cases) Total Dy -0.200 in D+S Total Dz 0.000 in -NA- Beam Dy -0.002 in D+S Beam Dz 0.000 in -NA- Shape Rectangle 9.25 x 3 Controlling Design Checks Type Case Demand Capacity Unity Status Reference Strong Deflection Check Snow -0.001 in 0.167 in 0.01 OK IBC 1604.3.1 Combined Check D+S -NA--NA-0.04 OK 3.9-3 Axial Check D+S 10820.708 psf 216908.968 psf 0.05 OK 3.6.3 Strong Flexure Check D+S 6646.233 psf 163930.567 psf 0.04 OK 3.3-1 Strong Shear Check D+.6H -260.483 psf 23328.001 psf 0.01 OK 3.4-2 Material Douglas Fir-Larch Weight 10/21 Project: truss-1c EBA, THE LAND DEVELOPER, LLC August 01, 2018 G:\Structural Jobs\2017\17-038 Mahan Yelm Shop\truss design\ Wood Beam Report: BmX004 Member Details Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Wood Design per NDS 2012 ASD Page 4 VisualAnalysis 12.00.0020 (www.iesweb.com) 71.928 lb Framing Beam Beta 0 deg Member Properties Connections Start End Node N001 N002 Location (0, 0, 0 ft)(12, 0, 0 ft) Support Pinned Free Length Extreme Forces Axial 4219.062 lb D+S My 0.000 lb-ft -NA- Mz 1320.323 lb-ft D+S Vy -134.033 lb D+S Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- 12.000 ft Extreme Deflections (all cases) Total Dy -0.221 in D+S Total Dz 0.000 in -NA- Beam Dy -0.082 in D+S Beam Dz 0.000 in -NA- Shape Rectangle 9.25 x 3 Controlling Design Checks Type Case Demand Capacity Unity Status Reference Strong Deflection Check Snow -0.052 in 0.400 in 0.13 OK IBC 1604.3.1 Combined Check D+S -NA--NA-0.53 OK 3.9-1 Axial Check D+S 21893.511 psf 104741.998 psf 0.21 OK 3.8.1 Strong Flexure Check D+S 53329.855 psf 163930.567 psf 0.33 OK 3.3-1 Strong Shear Check D+S -1043.282 psf 29808.001 psf 0.04 OK 3.4-2 Material Douglas Fir-Larch Weight 11/21 Project: truss-1c EBA, THE LAND DEVELOPER, LLC August 01, 2018 G:\Structural Jobs\2017\17-038 Mahan Yelm Shop\truss design\ Wood Beam Report: BmX003 Member Details Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Wood Design per NDS 2012 ASD Page 5 VisualAnalysis 12.00.0020 (www.iesweb.com) 71.928 lb Framing Beam Beta 0 deg Member Properties Connections Start End Node N003 N004 Location (22, 0, 0 ft)(34, 0, 0 ft) Support Free Other Fix Length Extreme Forces Axial -2481.361 lb D+S My 0.000 lb-ft -NA- Mz 172.675 lb-ft D+S Vy 40.517 lb D+S Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- 12.000 ft Extreme Deflections (all cases) Total Dy -0.160 in D+S Total Dz 0.000 in -NA- Beam Dy -0.015 in D+S Beam Dz 0.000 in -NA- Shape Rectangle 9.25 x 3 Controlling Design Checks Type Case Demand Capacity Unity Status Reference Strong Deflection Check D+S -0.015 in 0.800 in 0.02 OK IBC 1604.3.1 Combined Check D+S -NA--NA-0.05 OK 3.9-3 Axial Check D+S 12876.254 psf 171229.144 psf 0.08 OK 3.6.3 Strong Flexure Check D+S 6974.604 psf 163930.567 psf 0.04 OK 3.3-1 Strong Shear Check D+.6H 301.928 psf 23328.001 psf 0.01 OK 3.4-2 Material Douglas Fir-Larch Weight 12/21 Project: truss-1c EBA, THE LAND DEVELOPER, LLC August 01, 2018 G:\Structural Jobs\2017\17-038 Mahan Yelm Shop\truss design\ Wood Bracing Report: TOP001 Member Details Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Wood Design per NDS 2012 ASD Page 6 VisualAnalysis 12.00.0020 (www.iesweb.com) 70.353 lb Framing Bracing Beta 0 deg Member Properties Connections Start End Node N001 N005 Location (0, 0, 0 ft)(9, 3.484, 0 ft) Support Pinned Free Length Extreme Forces Axial -20961.702 lb D+S My 0.000 lb-ft -NA- Mz 3657.687 lb-ft D+S Vy -2518.909 lb D+S Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- 9.651 ft Extreme Displacements Dx -0.043 in D+S Dy -0.221 in D+S Dz 0.000 in -NA- Shape Rectangle 11.3 x 3 Controlling Design Checks Type Case Demand Capacity Unity Status Reference Combined Check D+S -NA--NA-0.95 OK 3.9-3 Axial Check D+S 89436.597 psf 204659.348 psf 0.44 OK 3.6.3 Strong Flexure Check D+S 99879.252 psf 149028.900 psf 0.67 OK 3.3-1 Strong Shear Check D+S -16121.016 psf 29808.001 psf 0.54 OK 3.4-2 Material Douglas Fir-Larch Weight 13/21 Project: truss-1c EBA, THE LAND DEVELOPER, LLC August 01, 2018 G:\Structural Jobs\2017\17-038 Mahan Yelm Shop\truss design\ Wood Bracing Report: TOP002 Member Details Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Wood Design per NDS 2012 ASD Page 7 VisualAnalysis 12.00.0020 (www.iesweb.com) 62.536 lb Framing Bracing Beta 0 deg Member Properties Connections Start End Node N005 N006 Location (9, 3.484, 0 ft)(17, 6.580, 0 ft) Support Free Free Length Extreme Forces Axial -17445.805 lb D+S My 0.000 lb-ft -NA- Mz -2817.174 lb-ft D+S Vy 2206.479 lb D+S Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- 8.578 ft Extreme Displacements Dx -0.075 in D+S Dy -0.227 in D+S Dz 0.000 in -NA- Shape Rectangle 11.3 x 3 Controlling Design Checks Type Case Demand Capacity Unity Status Reference Combined Check D+S -NA--NA-0.71 OK 3.9-3 Axial Check D+S 74435.436 psf 209224.983 psf 0.36 OK 3.6.3 Strong Flexure Check D+S -76927.641 psf 144890.127 psf 0.53 OK 3.3-1 Strong Shear Check D+S 14121.466 psf 29808.001 psf 0.47 OK 3.4-2 Material Douglas Fir-Larch Weight 14/21 Project: truss-1c EBA, THE LAND DEVELOPER, LLC August 01, 2018 G:\Structural Jobs\2017\17-038 Mahan Yelm Shop\truss design\ Wood Bracing Report: TOP003 Member Details Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Wood Design per NDS 2012 ASD Page 8 VisualAnalysis 12.00.0020 (www.iesweb.com) 70.353 lb Framing Bracing Beta 0 deg Member Properties Connections Start End Node N007 N004 Location (25, 3.484, 0 ft)(34, 0, 0 ft) Support Free Other Fix Length Extreme Forces Axial -12975.046 lb D+S My 0.000 lb-ft -NA- Mz 916.112 lb-ft D+S Vy -137.097 lb D+S Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- 9.651 ft Extreme Displacements Dx 0.028 in D+S Dy -0.132 in D+S Dz 0.000 in -NA- Shape Rectangle 11.3 x 3 Controlling Design Checks Type Case Demand Capacity Unity Status Reference Combined Check D+S -NA--NA-0.26 OK 3.9-3 Axial Check D+S 55360.194 psf 204659.348 psf 0.27 OK 3.6.3 Strong Flexure Check D+S 25015.970 psf 149028.900 psf 0.17 OK 3.3-1 Strong Shear Check D+S -877.422 psf 29808.001 psf 0.03 OK 3.4-2 Material Douglas Fir-Larch Weight 15/21 Project: truss-1c EBA, THE LAND DEVELOPER, LLC August 01, 2018 G:\Structural Jobs\2017\17-038 Mahan Yelm Shop\truss design\ Wood Bracing Report: TOP004 Member Details Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Wood Design per NDS 2012 ASD Page 9 VisualAnalysis 12.00.0020 (www.iesweb.com) 62.536 lb Framing Bracing Beta 0 deg Member Properties Connections Start End Node N006 N007 Location (17, 6.580, 0 ft)(25, 3.484, 0 ft) Support Free Free Length Extreme Forces Axial -13076.334 lb D+S My 0.000 lb-ft -NA- Mz -1913.711 lb-ft D+S Vy 359.040 lb D+S Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- 8.578 ft Extreme Displacements Dx 0.053 in D+S Dy -0.169 in D+S Dz 0.000 in -NA- Shape Rectangle 11.3 x 3 Controlling Design Checks Type Case Demand Capacity Unity Status Reference Combined Check D+S -NA--NA-0.46 OK 3.9-3 Axial Check D+S 55792.360 psf 209224.983 psf 0.27 OK 3.6.3 Strong Flexure Check D+S -52257.060 psf 144890.127 psf 0.36 OK 3.3-1 Strong Shear Check D+S 2297.853 psf 29808.001 psf 0.08 OK 3.4-2 Material Douglas Fir-Larch Weight 16/21 Project: truss-1c EBA, THE LAND DEVELOPER, LLC August 01, 2018 G:\Structural Jobs\2017\17-038 Mahan Yelm Shop\truss design\ Wood Bracing Report: V005 Member Details Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Wood Design per NDS 2012 ASD Page 10 VisualAnalysis 12.00.0020 (www.iesweb.com) 16.385 lb Framing Bracing Beta 0 deg Member Properties Connections Start End Node N005 N002 Location (9, 3.484, 0 ft)(12, 0, 0 ft) Support Free Free End Release DX, RX Rigid, Rigid Rigid, Rigid End Release DY, RY Rigid, Rigid Rigid, Rigid End Release DZ, RZ Rigid, Rigid Rigid, Rigid Length Extreme Forces Axial -5029.583 lb D+S My 0.000 lb-ft -NA- Mz 6.144 lb-ft D+.75(L+S) Vy 5.346 lb D+.75(L+S) Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- 4.597 ft Extreme Displacements Dx 0.186 in D+S Dy -0.133 in D+S Dz 0.000 in -NA- Shape Rectangle 5.5 x 3 Controlling Design Checks Type Case Demand Capacity Unity Status Reference Combined Check D+S -NA--NA-0.04 OK 3.9-3 Axial Check D+S 43894.542 psf 224018.528 psf 0.20 OK 3.6.3 Strong Flexure Check D+.6H 701.969 psf 151620.510 psf 0.00 OK 3.3-1 Strong Shear Check D+.6H 69.984 psf 23328.001 psf 0.00 OK 3.4-2 Material Douglas Fir-Larch Weight 17/21 Project: truss-1c EBA, THE LAND DEVELOPER, LLC August 01, 2018 G:\Structural Jobs\2017\17-038 Mahan Yelm Shop\truss design\ Wood Bracing Report: V006 Member Details Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Wood Design per NDS 2012 ASD Page 11 VisualAnalysis 12.00.0020 (www.iesweb.com) 29.453 lb Framing Bracing Beta 0 deg Member Properties Connections Start End Node N002 N006 Location (12, 0, 0 ft)(17, 6.580, 0 ft) Support Free Free End Release DX, RX Rigid, Rigid Rigid, Rigid End Release DY, RY Rigid, Rigid Rigid, Rigid End Release DZ, RZ Rigid, Rigid Rigid, Rigid Length Extreme Forces Axial 5013.610 lb D+S My 0.000 lb-ft -NA- Mz 18.408 lb-ft D+.75(L+S) Vy -8.910 lb D Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- 8.264 ft Extreme Displacements Dx -0.166 in D+S Dy -0.144 in D+S Dz 0.000 in -NA- Shape Rectangle 5.5 x 3 Controlling Design Checks Type Case Demand Capacity Unity Status Reference Combined Check D+S -NA--NA-0.36 OK 3.9-1 Axial Check D+S 43755.141 psf 123785.997 psf 0.35 OK 3.8.1 Strong Flexure Check D+.6H 2103.125 psf 151620.510 psf 0.01 OK 3.3-1 Strong Shear Check D+.6H -116.640 psf 23328.001 psf 0.00 OK 3.4-2 Material Douglas Fir-Larch Weight 18/21 Project: truss-1c EBA, THE LAND DEVELOPER, LLC August 01, 2018 G:\Structural Jobs\2017\17-038 Mahan Yelm Shop\truss design\ Wood Bracing Report: V007 Member Details Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Wood Design per NDS 2012 ASD Page 12 VisualAnalysis 12.00.0020 (www.iesweb.com) 29.453 lb Framing Bracing Beta 0 deg Member Properties Connections Start End Node N006 N003 Location (17, 6.580, 0 ft)(22, 0, 0 ft) Support Free Free End Release DX, RX Rigid, Rigid Rigid, Rigid End Release DY, RY Rigid, Rigid Rigid, Rigid End Release DZ, RZ Rigid, Rigid Rigid, Rigid Length Extreme Forces Axial -285.970 lb S My 0.000 lb-ft -NA- Mz 18.408 lb-ft D+.75(L+S) Vy -8.910 lb D Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- 8.264 ft Extreme Displacements Dx 0.133 in D+S Dy -0.116 in D+S Dz 0.000 in -NA- Shape Rectangle 5.5 x 3 Controlling Design Checks Type Case Demand Capacity Unity Status Reference Combined Check D+.6H -NA--NA-0.02 OK 3.9-1 Axial Check D+S 2174.085 psf 156450.235 psf 0.01 OK 3.6.3 Strong Flexure Check D+.6H 2103.125 psf 151620.510 psf 0.01 OK 3.3-1 Strong Shear Check D+.6H -116.640 psf 23328.001 psf 0.00 OK 3.4-2 Material Douglas Fir-Larch Weight 19/21 Project: truss-1c EBA, THE LAND DEVELOPER, LLC August 01, 2018 G:\Structural Jobs\2017\17-038 Mahan Yelm Shop\truss design\ Wood Bracing Report: V008 Member Details Analysis Results (First Order) Load Combinations: ASCE 7-10 ASD,Deflection Checks Wood Design per NDS 2012 ASD Page 13 VisualAnalysis 12.00.0020 (www.iesweb.com) 16.385 lb Framing Bracing Beta 0 deg Member Properties Connections Start End Node N003 N007 Location (22, 0, 0 ft)(25, 3.484, 0 ft) Support Free Free End Release DX, RX Rigid, Rigid Rigid, Rigid End Release DY, RY Rigid, Rigid Rigid, Rigid End Release DZ, RZ Rigid, Rigid Rigid, Rigid Length Extreme Forces Axial 393.139 lb D+S My 0.000 lb-ft -NA- Mz 6.144 lb-ft D Vy -5.346 lb D+S Vz 0.000 lb -NA- Torsion 0.000 lb-ft -NA- 4.597 ft Extreme Displacements Dx -0.116 in D+S Dy -0.111 in D+S Dz 0.000 in -NA- Shape Rectangle 5.5 x 3 Controlling Design Checks Type Case Demand Capacity Unity Status Reference Combined Check D+S -NA--NA-0.03 OK 3.9-1 Axial Check D+S 3431.029 psf 123785.997 psf 0.03 OK 3.8.1 Strong Flexure Check D+.6H 701.969 psf 151620.510 psf 0.00 OK 3.3-1 Strong Shear Check D+.6H -69.984 psf 23328.001 psf 0.00 OK 3.4-2 Material Douglas Fir-Larch Weight 20/21 Project: truss-1c EBA, THE LAND DEVELOPER, LLC August 01, 2018 G:\Structural Jobs\2017\17-038 Mahan Yelm Shop\truss design\ Beam Deflections (Extreme Rows Only) Member Result Case Name Offset Length Dy Member Dy Total Dz Member Dz Total ft ft in in in in BmX002-2 D 0.000 5.000 0.000 -0.076 0.000 0.000 BmX002-2 D+S 0.000 5.000 0.000 -0.219 0.000 0.000 BmX003 .6D+.7Di 12.000 12.000 -0.000 -0.000 0.000 0.000 BmX004 D+S 6.000 12.000 -0.081 -0.190 0.000 0.000 Nodal Supports Node Fix DX Fix DY Fix DZ Fix RX Fix RY Fix RZ N001 Yes Yes Yes No No No N004 Yes Yes Yes Yes No No Nodal Reactions (Extreme Rows Only) Node Result Case Name FX FY FZ MX MY MZ lb lb lb lb-ft lb-ft lb-ft N001 D 5060.913 3291.479 0.000 -NA- -NA- -NA- N001 D+S 14532.143 9564.092 0.000 -NA- -NA- -NA- N004 .6D+.7Di -3036.548 1056.146 0.000 0.000 -NA- -NA- N004 D+S -14532.143 4842.781 0.000 0.000 -NA- -NA- Page 14 VisualAnalysis 12.00.0020 (www.iesweb.com) 21/21