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jose@ramirezstructural.com <br />(562) 519-6045 <br /> <br />TRANSVERSE BRACED FRAME STEEL | Q235A | Fy = 30 ksi <br />LONGITUDINAL FRAME BEAM & CONNECTION STEEL | ASTM A570 GR.50 | Fy = 50 ksi <br />ALL OTHER STEEL | ASTM A36 GR.36 | Fy = 36 ksi <br />ANCHOR BOLTS SHALL BE INSTALLED ACCORDING TO ICC-ES EVALUATION REPORT <br />STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY | NO FIELD WELDING <br />STRUCTURAL STORAGE RACK SYSTEM ANALYSIS INTENDS TO DETERMINE COMPLIANCE WITH GOVERNING BUILDING CODES <br />WITH RESPECT TO STATIC & SEISMIC FORCES <br />BEAM ANALYSIS | BRACE ANALYSIS | <br />PUNCTURE 0.34 OK <br />BENDING <br />DESIGN OK <br />0.12 OK <br />0 <br />0 <br />PRODUCT LOAD (lbs) <br />18 <br />90 <br />162 <br />8th <br />9th <br />10th <br />STORAGE HEIGHT (in) <br />0 <br />0 <br />0 <br />STORAGE LEVEL <br />1st <br />2nd <br />3rd <br />4th <br />5th <br />SCOPE OF WORK <br />0 <br />STRUCTURAL REFERENCE CODE <br />2021 INTERNATIONAL BUILDING CODE (IBC) | SECTION 2209 2022 CALIFORNIA BUILDING CODE (CBC) | SECTION 2209 <br />0 <br />2920 <br />2920 <br />500 <br />0 <br />6th <br />0 <br />0 <br />0 <br />0 <br />STRUCTURAL STORAGE RACK ANALYSIS <br />INPUT <br />DESIGN OK <br />DESIGN OK <br />COLUMN ANALYSIS | <br />0.78 OK <br />INPUT <br />DESIGN OKSTRESS I <br />INPUT <br />ENGINEERED BY: <br />JOSE RAMIREZ, PE <br /> <br />JOB: 3535 W GARRY AVE <br />JOB NO.: 24-221 <br /> <br /> <br />DATE:05/15/24 <br /> <br />SHEET NO.: 9/29