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DESIGN REPORT Date: 12/1/2023 REV: A page 121 of 160 JOB# 186565 30 - 1.09Dead+1.09Collateral+0.75Live+0.53Seismic_L ================================================================================ 186565FS Wall 3 - Flush Girt Layout 12/ 1/23 1:52pm ================================================================================ GIRT LAYOUT: ------------ Bay Girt Bay_Offset Design Load ---Max_Load--- Id Id Locate Part Start End Length Weight Width Id UC Report Rot --- ---- ------ -------- ----- ----- ------ ------ ----- -- ---- ------ --- 1 1 7.333 8X25Z16 0.00 13.00 12.00 33.5 6.83 WS 0.48 Moment D 2 13.667 8X25Z16 0.00 13.00 12.00 33.5 5.33 WS 0.38 Moment D 3 18.000 8X25Z16 0.00 13.00 12.00 33.5 5.30 WS 0.37 Moment D --- ---- ------ -------- ----- ----- ------ ------ ----- -- ---- ------ --- 2 4 7.333 8X25Z16 0.00 2.00 1.33 3.7 6.83 WS 0.02 Shear D 5 7.333 8X25Z16 12.00 14.00 1.33 3.7 6.83 WS 0.02 Shear D 6 13.667 8X25Z16 0.00 14.00 13.33 37.2 5.33 WS 0.58 Moment D 7 18.000 8X25Z16 0.00 14.00 13.33 37.2 4.33 WS 0.37 Moment D 8 22.333 8X25Z16 0.00 14.00 13.33 37.2 4.33 WS 0.37 Moment D --- ---- ------ -------- ----- ----- ------ ------ ----- -- ---- ------ --- 3 9 7.333 8X25Z16 0.00 13.00 12.00 33.5 6.83 WS 0.46 Moment D 10 13.667 8X25Z16 0.00 13.00 12.00 33.5 5.33 WS 0.38 Moment D 11 18.000 8X25Z16 0.00 13.00 12.00 33.5 5.30 WS 0.37 Moment D WS - 0.6Wind_Suction GIRT INSIDE FLANGE BRACE: ------------------------- No._Brace/Bay 1 2 3 --- --- --- 0 0 0 GIRT STRENGTH: -------------- Bay Girt Load ----Shear(k )--- --Moment(f-k )-- Mom+ ---Deflect(in)-- Id Id Id Calc Limit UC Calc Limit UC Shear Calc Limit UC --- ---- ---- ----- ----- ---- ----- ----- ---- ----- ----- ----- ---- 1 1 WP 0.46 2.44 0.19 -1.37 3.63 0.38 0.23 -0.13 1.60 0.08 WS -0.53 2.44 0.22 1.54 3.18 0.48 0.26 0.14 1.60 0.09 1 2 WP 0.36 2.44 0.15 -1.07 3.63 0.30 0.18 -0.10 1.60 0.06 WS -0.41 2.44 0.17 1.20 3.18 0.38 0.20 0.11 1.60 0.07 1202 W Edinger Ave10/3/2024