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PROJECT Pace Supply <br />FOR The Beacon Group <br />SHEET NO. <br />CALCULATED BY <br />DATE <br />DOWNAISLE BRACE: SINGLE SIDE <br /> LB  every bay <br />Horizontal Member <br /> * Lhoriz)/r min <br /> = x 72 IN /0.93 IN ) <br /> = IN <br />π <br /> PSI <br /> IN <br /> PSI  IN <br /> Fe>Fy/2, Fn=Fy*(1‐fy/4fe) <br /> PSI  Member <br />L 3x3x1/4 <br /> * 31658 PSI <br /> = LB <br />Ωc  IN^2 <br /> = LB /1.92  min= IN <br /> = LB  PSI <br />Ωc= <br />fa/Fa=0.04 < 1.0  OK <br /> Member <br />Diagonal Braces L 1‐1/2x1‐1/2x1/4 <br /> + D^2]^0.5 <br /> IN  IN^2 <br /> PSI <br /> LB * 94 IN/72 IN <br /> LB  TENSION (T) ON DIAGONAL <br /> * 0.6 * Fy <br /> IN^2 * 0.6 * 36000 PSI <br /> LB <br />T/Ta=0.08  ≤  1.0  OK <br />CHECK CONNECTION <br /> AREA * Fv * #BOLTS <br /> IN)^2 *(π/4)*21000 PSI*1  TYPE= <br /> LB  DIA.= IN <br /> PSI <br /> STRESS= LB/9278 LB <br />0.13  ≤  1.0  OK <br />D <br />Y <br />FRONT VIEW <br />V <br />Vdiag <br />MATERIAL HANDLING ENGINEERING <br />TEL: (909) 869‐0989 <br />1130 E. CYPRESS STREET, COVINA, CA 91724 <br />INC. <br />SEIZMIC <br />3421 W Segerstrom Ave - <br />10111647610/31/2023