1202 W Edinger Ave - Plan - Laserfiche WebLink

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DESIGN REPORT Date: 12/1/2023 REV: A page 67 of 160 JOB# 186565 Bolt Shear Stress = 13.50 ksi Flange Brace Force Inside flange, max of bending compression LAYOUT: ------- Surf Seg Web Brace Angle Design -----Bolt_Dia----- --Attachment- Id Loc Side Part Id Depth Offset Deg Length Frame Purlin Clip Frame Purlin Ref ---- --- ---- -------- --- ----- ------ ----- ------ ----- ------ ----- ------ ------ ----- 1 1 1 2X2X14Ga 1 11.46 28.00 68.3 30.13 0.500 0.500 Web Web 001 2 1 2X2X14Ga 1 11.46 28.00 68.3 30.13 0.500 0.500 Web Web 001 2 1 1 2X2X14Ga 2 13.07 28.00 65.7 30.72 0.500 0.500 Web Web 001 3 1 2X2X14Ga 2 13.07 28.00 65.7 30.72 0.500 0.500 Web Web 001 4 1 2X2X14Ga 2 13.07 28.00 65.7 30.72 0.500 0.500 Web Web 001 3 1 1 2X2X14Ga 3 13.07 28.00 65.7 30.72 0.500 0.500 Web Web 001 2 1 2X2X14Ga 3 13.07 28.00 65.7 30.72 0.500 0.500 Web Web 001 4 1 2X2X14Ga 3 13.07 28.00 65.7 30.72 0.500 0.500 Web Web 001 4 1 1 2X2X14Ga 4 11.46 28.00 68.3 30.13 0.500 0.500 Web Web 001 2 1 2X2X14Ga 4 11.46 28.00 68.3 30.13 0.500 0.500 Web Web 001 DESIGN: ------- Surf Load(f-k ) Force -Brace_UC- ---Connection_UC--- Id Loc Id Moment (k ) Comp Tens Frame Purlin Clip ---- --- ---- ------ ----- ---- ---- ----- ------ ---- 1 1 18 27.6 0.49 0.35 0.22 0.18 0.18 2 20 44.7 0.79 0.57 0.36 0.30 0.30 2 1 20 30.9 0.49 0.35 0.22 0.18 0.18 3 34 17.8 0.28 0.20 0.13 0.11 0.11 4 34 10.3 0.16 0.12 0.07 0.06 0.06 3 1 33 10.3 0.16 0.12 0.07 0.06 0.06 2 33 17.8 0.28 0.20 0.13 0.11 0.11 4 19 30.9 0.49 0.35 0.22 0.18 0.18 4 1 17 27.6 0.49 0.35 0.22 0.18 0.18 2 19 44.7 0.79 0.57 0.36 0.30 0.30 LOAD COMBINATIONS: ------------------ 17 - Dead+Collateral+0.75Live+0.45Wind_Left1 18 - Dead+Collateral+0.75Live+0.45Wind_Right1 19 - Dead+Collateral+0.75Live+0.45Wind_Left2 20 - Dead+Collateral+0.75Live+0.45Wind_Right2 33 - 0.6Dead+0.6Wind_Left1 34 - 0.6Dead+0.6Wind_Right1 1202 W Edinger Ave10/3/2024