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Loading Calculations Code 2025 California Building Code / ASCE 7-22 Slab Criteria t slab =6.75 in - slab thickness Per core testing (see supporting documentation) f'c =4848 psi Per core testing (see supporting documentation) Allow. Soil Bearing =500 psf - static Per plan reviewer requirement Allow. Soil Bearing =500 psf - seismic Per plan reviewer requirement VLM Criteria H =23.83 ft - height Equipment =10031 lbs Contents =25581 lbs Total =35612 lbs (maximum weight) Wp =27170 lbs (operating weight @ 67% contents using ASCE 7 section 15.5.3.3.2 rationale) Seismic Criteria Sds =1.01 Car =1 storage cabinets or other mechanical components Rpo =1.5 storage cabinets or other mechanical components Ip =1 z =0 ft; point of attachment height h =24.33 ft; roof height min. W =2 storage cabinets or other mechanical components Fp =7318 lb; 0.4 Sds Ip W (Car / Rpo) (1 + 2z/h) Fp max =43907 lb; 1.6 Sds Ip Wp Fp min =8233 lb; 0.3 Sds Ip Wp Fp used = Eh =8233 lb Emh =16465 lb Ev =2026 lb; 0.2 Sds D OTM Eh =98091 ft-lb Lateral Load Cases Static Load Cases Loading in short direction LRFD Anchor LRFD LRFD ASD ASD LRFD ASD Eh Emh Uplift Case Uplift Case Bearing Case Uplift Case Bearing Case Bearing Case Bearing Case Vertical leg forces based on distance from tipping axis:overturning overturning 0.9D-Ev+Emh 0.9D-Ev+Eh 1.2D+Ev+Eh 0.6D-0.7Ev+0.7Eh 1.0D+0.7Ev+0.7Eh 1.4D D Distance to legs at D =8.92 ft, # legs =2 A d^2 =159 F leg =3306 lb 6611 lb -3808 lb -502 lb 7634 lb -453 lb 5888 lb 6232 lb 4452 lb Distance to legs at C =6.85 ft, # legs =2 A d^2 =94 F leg =2539 lb 5077 lb -2274 lb 265 lb 6867 lb 83 lb 5351 lb 6232 lb 4452 lb Distance to legs at B =2.42 ft, # legs =2 A d^2 =12 F leg =897 lb 1794 lb 1010 lb 1907 lb 5226 lb 1233 lb 4201 lb 6232 lb 4452 lb Distance to legs at A =0 ft, # legs =2 A d^2 =0 F leg =0 lb 0 lb 2803 lb 2803 lb 4329 lb 1860 lb 3574 lb 6232 lb 4452 lb 8 265 Ev =253 lb ea leg Emh =2058 lb ea leg D lateral =3396 lb ea leg D static =4452 lb ea leg Lateral Load Cases Static Load Cases Loading in long direction Leg Anchor LRFD LRFD ASD ASD LRFD ASD Eh Emh Uplift Case Uplift Case Bearing Case Uplift Case Bearing Case Bearing Case Bearing Case Vertical leg forces based on distance from tipping axis:overturning overturning 0.9D-Ev+Emh 0.9D-Ev+Eh 1.2D+Ev+Eh 0.6D-0.7Ev+0.7Eh 1.0D+0.7Ev+0.7Eh 1.4D D Distance to legs at B =8.73 ft, # legs =4 A d^2 =305 F leg =2809 lb 5618 lb -2815 lb -6 7138 -106 5540 lb 6232 lb 4452 lb Distance to legs at A =0 ft, # legs =4 A d^2 =0 F leg =0 lb 0 lb 2803 lb 2803 4329 1860 3574 lb 6232 lb 4452 lb 8 305 Ev =253 lb ea leg Emh =2058 lb ea leg D lateral =3396 lb ea leg D static =4452 lb ea leg