3201 S Halladay St - Plan - Laserfiche WebLink

Home Browse Search

Company Designer Job Number Model Name : : : : Nirattisai Structural Engineering pnirattisai 1047.000 Roof top screen wall Checked By : 3/14/2023 12:19:34 PM RISA-3D Version 21 [ wood roof top screen.r3d ]Page 4 Envelope AWC NDS-18 / SDPWS-15 ASD Member Wood Code Checks (Continued) MemberShape Code Check Loc[ft]LCShear CheckLoc[ft]Dir LC Fc' [ksi] Ft' [ksi] Fb1' [ksi]Fb2' [ksi]Fv' [ksi] RB CL CP Eqn 3 M3 4X4 0.21 2.083 2 0.091 0 z 1 1.43 1.62 2.4 2.4 0.288 4.14 1 0.518 3.9-1 4 M4 4X4 0.206 2.135 2 0.091 0 z 1 1.43 1.62 2.4 2.4 0.288 4.14 1 0.518 3.9-1 5 M5 4X4 0.108 2.24 2 0.043 0 z 2 1.43 1.62 2.4 2.4 0.288 4.14 1 0.518 3.9-1 6 M6 3X6 0.026 7.071 2 0.003 7.071 y 2 0.427 1.404 2.053 2.08 0.288 8.641 0.987 0.162 3.6.3 7 M7 3X6 0.048 7.071 2 0.003 7.071 y 2 0.427 1.404 2.053 2.08 0.288 8.641 0.987 0.162 3.6.3 8 M8 3X6 0.048 7.071 2 0.003 7.071 y 2 0.427 1.404 2.053 2.08 0.288 8.641 0.987 0.162 3.6.3 9 M9 3X6 0.048 7.071 2 0.003 7.071 y 1 0.427 1.404 2.053 2.08 0.288 8.641 0.987 0.162 3.6.3 10 M10 3X6 0.026 7.071 2 0.003 7.071 y 2 0.427 1.404 2.053 2.08 0.288 8.641 0.987 0.162 3.6.3 11 M11 2X8 0.064 2 2 0.01 0.958 z 2 0.476 1.296 1.861 2.208 0.288 12.437 0.969 0.189 3.9-3 12 M12 2X8 0.064 2 2 0.01 0.958 z 2 0.476 1.296 1.861 2.208 0.288 12.437 0.969 0.189 3.9-3 13 M13 2X8 0.064 2 2 0.01 0.958 z 2 0.476 1.296 1.861 2.208 0.288 12.437 0.969 0.189 3.9-3 14 M14 2X8 0.064 2 2 0.01 0.958 z 2 0.476 1.296 1.861 2.208 0.288 12.437 0.969 0.189 3.9-3 15 M15 2X8 0.157 2 2 0.098 0 z 1 0.476 1.296 1.861 2.208 0.288 12.437 0.969 0.189 3.9-3 16 M16 2X8 0.157 2 2 0.039 4 z 1 0.476 1.296 1.861 2.208 0.288 12.437 0.969 0.189 3.9-3 17 M17 2X8 0.157 2 2 0.039 0 z 1 0.476 1.296 1.861 2.208 0.288 12.437 0.969 0.189 3.9-3 18 M18 2X8 0.157 2 2 0.098 0 z 1 0.476 1.296 1.861 2.208 0.288 12.437 0.969 0.189 3.9-3 19 M19 2X8 0.129 2 2 0.06 0 z 2 0.476 1.296 1.861 2.208 0.288 12.437 0.969 0.189 3.9-3 20 M20 2X8 0.129 2 2 0.026 4 z 2 0.476 1.296 1.861 2.208 0.288 12.437 0.969 0.189 3.9-3 21 M21 2X8 0.129 2 2 0.026 4 z 2 0.476 1.296 1.861 2.208 0.288 12.437 0.969 0.189 3.9-3 22 M22 2X8 0.129 2 2 0.06 0 z 2 0.476 1.296 1.861 2.208 0.288 12.437 0.969 0.189 3.9-3 Envelope Member End Reactions MemberMember End Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 1 M1 I max 0.145 1 0 2 0.101 2 0 2 0 2 0 2 2 min -0.06 2 0 1 -0.101 1 0 1 0 1 0 1 3 J max 0.12 1 0 2 0.082 1 0 2 0 2 0 2 4 min -0.086 2 0 1 -0.082 2 0 1 0 1 0 1 5 M2 I max 0.253 1 0 2 0.214 2 0 2 0 2 0 2 6 min -0.136 2 0 1 -0.214 1 0 1 0 1 0 1 7 J max 0.217 1 0 2 0.153 1 0 2 0 2 0 2 8 min -0.172 2 0 1 -0.153 2 0 1 0 1 0 1 9 M3 I max 0.253 1 0 2 0.213 2 0 2 0 2 0 2 10 min -0.137 2 0 1 -0.213 1 0 1 0 1 0 1 11 J max 0.217 1 0 2 0.154 1 0 2 0 2 0 2 12 min -0.173 2 0 1 -0.154 2 0 1 0 1 0 1 13 M4 I max 0.253 1 0 2 0.214 2 0 2 0 2 0 2 14 min -0.136 2 0 1 -0.214 1 0 1 0 1 0 1 15 J max 0.217 1 0 2 0.153 1 0 2 0 2 0 2 16 min -0.172 2 0 1 -0.153 2 0 1 0 1 0 1 17 M5 I max 0.145 1 0 2 0.101 2 0 2 0 2 0 2 18 min -0.06 2 0 1 -0.101 1 0 1 0 1 0 1 19 J max 0.12 1 0 2 0.082 1 0 2 0 1 0 2 20 min -0.086 2 0 1 -0.082 2 0 1 0 2 0 1 21 M6 I max 0.137 2 0.008 2 0 2 0 2 0 2 0 2 22 min -0.153 1 0.008 1 0 1 0 1 0 1 0 1 23 J max 0.153 2 -0.008 1 0 2 0 2 0 2 0 2 24 min -0.137 1 -0.008 2 0 1 0 1 0 1 0 1 25 M7 I max 0.267 2 0.008 2 0 2 0 2 0 2 0 2 26 min -0.283 1 0.008 1 0 1 0 1 0 1 0 1 27 J max 0.283 2 -0.008 2 0 2 0 2 0 2 0 2 28 min -0.267 1 -0.008 1 0 1 0 1 0 1 0 1 29 M8 I max 0.267 2 0.008 2 0 2 0 2 0 2 0 2 30 min -0.284 1 0.008 1 0 1 0 1 0 1 0 1 31 J max 0.284 2 -0.008 1 0 2 0 2 0 2 0 2 32 min -0.267 1 -0.008 2 0 1 0 1 0 1 0 1 3201 Halladay St 8/11 03/14/23 Use (2) A35s bottom = 1110 lb Use (4) SDS25 top = 920 lb 3201 S Halladay St 5/5/2025