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• <br /> SEIZMIC <br /> 16.444, IN PROJECT Cross Dock <br /> MATERIAL HANDLING ENGINEERING FOR Tuff Shed <br /> TEL:(909)869-0989 SHEET NO. 25 <br /> 1130 E.CYPRESS STREET,COVINA,CA 91724 CALCULATED BY TC <br /> DATE 6/11/2024 <br /> CANTILEVER RACK ANALYSIS: <br /> PROJECT SCOPE <br /> THE SUPPORT STRUCTURE SHALL BE ANALYZED WITH RESPECT TO THE REQUIREMENTS SET FORTH IN THE 2021 IBC. <br /> THE STRUCTURAL COMPONENTS SHALL BE ANALYZED WITH RESPECT TO THE MOST <br /> CRITICAL CONFIGURATIONS OF LOADS RESULTING FROM STATIC AND LATERAL FORCES <br /> SPECIFICATION <br /> COLUMN STEEL- 50,000 PSI <br /> ARM STEEL- 50,000 PSI <br /> BASE STEEL- 50,000 PSI <br /> ANCHORS- Simpson Titen-HD(ESR 2713) <br /> BOLTS- A325 UNLESS OTHERWISE NOTED <br /> SLAB- 6 IN *3000 PSI <br /> SOIL- 1000 PSF <br /> SEISMIC <br /> Ss= 1.32 <br /> Fa= 1.00 <br /> CONFIGURATION <br /> #LEVELS= 2 <br /> ARM LENGTH= 102 IN <br /> wLL/ARM= 1,800 LB <br /> wDL/ARM= 125 LB <br /> SUMMARY <br /> SUMMARY OF RESULTS <br /> ARM COLUMN LONGITUDINAL BRACE <br /> TYPE= S 6x12.5 TYPE= W 10x22 Diagonal= 1-1/2x1/8 <br /> STRESS= 70% STRESS(S)= 42% STRESS(S)= 32% <br /> ARM CONNECTION <br /> #BOLTS= 4 BASE Horizontal= L2x2x1/8 <br /> BOLT TYPE= 0.75 Dia.A325 TYPE= W 10x22 STRESS(S)= 15% <br /> STRESS= 69% STRESS= 47% <br /> SLAB AND SOIL <br /> SLAB THICK= 6.0 IN CONNECTION= 0.5 Dia.A325 <br /> CONCRETE f'c= 3,000 PSI STRESS(S)= 11% STRESS(S)= 68% <br /> SOIL BEARING= 1,000 PSF <br /> ANCHORS <br /> Simpson Titen-HD(ESR 2713) 0.625"x4"EMBED. Occurrence(S)= every 1 bay(s) <br /> STRESS(S)= 7% #per end/col: 2 <br />