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Bldiz 40-26.1 - Cantilever Rack No. 3 <br />PL <br />Shelf <br />PL <br />Design Codes <br />per Arm <br />Qty <br />Total <br />RMI/ANS116.3-16 <br />M <br />M <br />AISI S100-16 <br />ASCE 7-22 <br />750 <br />6 <br />4500 <br />AISC 341-16 <br />Seismic Factors, per ASCE 7 Hazard Report <br />I <br />Ss <br />S1 <br />Fa <br />Fv <br />Sms <br />Sm1 <br />Sds <br />Sd1 <br />1 <br />1.56 <br />0.56 <br />1 <br />1.5 <br />1.65 <br />1.15 <br />1.1 <br />0.76 <br />Period <br />hn <br />Ct <br />x <br />Ta <br />R <br />0 <br />Cd <br />Ru <br />Hf <br />RMI 16.3 table 2.7.2.2.3 <br />8.00 <br />0.028 <br />0.8 <br />0.15 <br />3.25 <br />E 2 <br />3.25 <br />1.3369742 <br />2.25 <br />Note: Section meets AISC 341-16 table D1.1 slenderness requirements <br />R=2.5 for cross aisle, factor applied in RISA model <br />Seismic Coefficient <br />Per RMI/ANSI <br />16.3 <br />C <br />Cmax <br />Cmin <br />Governs <br />Sec. 2.6.3 <br />1.58 <br />0.34 <br />0.05 <br />0.34 <br />Base Shear <br />Per RMI/ANSI <br />16.3 Section 2.7.2 <br />PLRF <br />PL <br />DL <br />LL <br />Ws <br />V <br />Fp <br />V <br />Sec. 2.7.2 <br />Sec.2.6.2 <br />ASCE 7 EQ 13.3-1 <br />M <br />M <br />M <br />M <br />M <br />M <br />M <br />1 <br />4,500 <br />389 <br />- <br />3,404 <br />1,152 <br />1,939.00 <br />1,939 <br />