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DESIGN REPORT Date: 12/1/2023 REV: A page 44 of 160 JOB# 186565 LOAD COMBINATIONS: ------------------ 1(Wind ) - Dead+Collateral+0.6Wind_Long1 5(Seismic) - 1.12Dead+1.12Collateral+0.7Seismic_Long ================================================================================ 186565FS Bracing Deflection 12/ 1/23 1:53pm ================================================================================ ROOF ATTACHMENT DEFLECTION: --------------------------- Span/Deflect Wall Attach Deflection(in) ----Wind--- --Seismic-- Id Locate Wind Seismic Calc Limit Calc Limit ---- ------ ----- ------- ----- ----- ----- ----- 1 0.0 0.12 0.21 2008 60 1122 65 1 20.0 0.17 0.28 1853 60 1149 65 1 40.0 0.12 0.21 2008 60 1122 65 WALL DEFLECTION AT EAVE: ------------------------ Span/Deflect Wall Wall Deflection(in) ----Wind--- --Seismic-- Id Height Wind Seismic Calc Limit Calc Limit ---- ------ ----- ------- ----- ----- ----- ----- 2 20.0 0.12 0.21 2008 60 1122 65 4 20.0 0.12 0.21 2008 60 1122 65 ================================================================================ 186565FS Purlin Strut, Longitudinal Load 12/ 1/23 1:53pm ================================================================================ Surf Brace Purl Bay Purlin Load -Axial(k )- Moment(f-k ) -Axl+Mom- Max Max Unbrace Id Locate Id Id Part Id Calc Limit Calc Limit Loc UC UC KL/R Minor ---- ------ ---- --- -------- ---- ----- ----- ----- ----- ---- ---- ---- ---- ------- 2 20.0 4 1 8X35Z14 1 0.79 12.50 0.72 4.46 MidS 0.23 0.23 92 0.2 2 0.79 12.50 0.72 4.46 MidS 0.23 0.23 92 0.2 3 0.79 12.50 1.26 4.46 MidS 0.35 0.35 92 0.2 4 0.79 12.50 1.26 4.46 MidS 0.35 0.35 92 0.2 5 0.88 12.50 0.84 5.59 RLap 0.22 0.22 92 0.2 6 0.66 12.50 2.96 5.59 RLap 0.58 0.58 92 0.2 7 0.66 12.50 0.82 5.59 RLap 0.20 0.20 92 0.2 8 0.88 12.50 0.14 5.59 RLap 0.10 0.10 92 0.2 2 20.0 4 2 8X35Z14 1 -0.15 36.72 0.68 4.46 MidS 0.15 0.15 91 0.2 1202 W Edinger Ave10/3/2024