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Project: Shea Bldg 4 – Anduril Sheet No: <br />Project No: MI2004255.00 Calc. By: MLR Date: <br /> Chk. By: Date: <br />1/4 2 <br />L3x3x1/4 DIAGONAL <br />BRACE BEND & WELD AS <br />SHOWN <br />TRUSS PURLINS <br />SEE PLAN <br />HSS SUPPORT <br />1/4 <br />TRUSS PURLINS <br />SEE PLAN <br />PL 4x4x1/4 W/ <br />5/8"Ø MB <br />ROOF SHEATHING <br />PER PLAN <br />4 <br />Check Diagonal Brace: <br />8'-0" <br />32 <br />" <br />Lbrace = √2.672+82 = 8.5ft <br />Pbrace = 200lb / 8 ft x 8.5 ft = 213 lb <br />200# MAX <br />(Conservative) <br />Pn/ = 4.79k (AISC TABLE 4-12) > Pbrace = 0.213K (OK) (DCR = .05)W <br />L3x3x1/4 Diagonal Brace OK <br />2020-162041 <br />02/23/21 <br />2020-162041 <br />03/02/21