10177791_2102 N. TUSTIN - Plan (2)

Home Browse Search

Axial Engineering Group, Inc. 7251 Owensmouth Avenue Title : CATALINA Job# 212-013 Engineer: LQ Project Desc.:PROPOSED NEW OFFICE BUILDING p: 818.902.0200 f: 818.902.0232 email: info@aeq-inc.net Printed: 27 DEC 2012,11:0141 General Footing ,· FliEXA2012-PROJECTS\212*013 Calajina\Calts\Catafir¥426ENERCALC, INC. 19812012, Build:6.12.9.26, Ver:6.12.9.26 Description : Main Pad #3 _RES!*N SUMMARY Min. Ratio Item Governing Load Combination Desigii-OK Applied Capacity PASS 0.7047 Soil Bearing 1.057 ksf 1.50 ksf +D+Lr+H PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overtuming PASS -20.497 Overtuming - Z-Z 1.320 k-ft 27.056 k-ft 0.6D+0.7E PASS 5.288 Sliding - X-X 0.880 k 4.653 k 0.6D+0.7E PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.05649 Z Flexure (+X)1.608 k-ft 28.464 k-ft +0.90D+E+1.60H PASS 0.04311 Z Flexure (-X)1.227 k-ft 28.464 k-ft +0.900+E+1:60H PASS .0.1177 X Flexure (+Z)3.350 k-ft 28.464 k-ft +1.20D+1.60Lr+O.50L PASS 0.04980 X Flexure (-Z)1.417 k-ft 28.464 k-ft +0.90D+E+1.60H PASS 0.07969 1-way Shear (+X)7.420 psi 93.113 psi +1.20D+1.60Lr+0.50L PASS 0.07969 1-way Shear (-X)7.420 psi 93.113 psi +1.200+1.60Lr,0.50L PASS 0.07969 1-way Shear (+Z)·7.420 psi 93.113 psi +1.20[)+1.60Lr·,O.501. PASS 0.07969 1-way Shear (-Z)7.420 psi 93.113 psi +1.20D+1.60Lr+0.50L PASS 0.150 2-way Punching 27.929 psi 186.226 psi +1.20D+1.60Lr+·0.50L Detailed Results Soil Bearing Rotation Axis & Load Combination... Actual Soil Bearing Stress Actual / Allowable Gross Allowable Xecc Zecc +Z +Z -X -X Ratio X-X. +D 1.50 n/a 0.0 0.7215 0.7215 n/a n/a 0.481 X-X,+D+L+H 1.50 n/a 0.0 0.7215 0.7215 n/a n/a 0.481 X-X, +D+Lr+H 1.50 nia 0.0 1.014 1.014 n/a n/a 0.676 X-X, +D+S+H 1.50 n/a 0.0 0.7215 0.7215 ·n/a n/a 0.481 X-X +D+0.750Lr+0.750L+H 1.50 n/a 0.0 0.9405 0.9405 n/a n/a 0.627 X-X, +D+0.750L+0.750S+H 1.50 n/a 0.0 0.7215 0.7215 n/a n/a 0.481 X-X, +D+W+H 1.50 n/a 0.0 0.7215 0.7215 n/a n/a 0.481 X-X, +D+0.70E+H 1.50 n/a 0.0 0.7215 0.7215 n/a n/a 0.481 X-X,,+D+0.750Lr+0.750L+0.750W+H 1.50 n/a 0.0 0.9405 0.9405 n/a n/a 0.627 X-X, +D+0.750L+0.750S+0.750W+H 1.50 n/a 0.0 0.7215 .0.7215 nia n/a 0.481 X-X +D+0.750Lr-,0.750L+0.5250E+H 1.50 n/a 0.0 0.9405 0.9405 n/a n/a 0.627 X-X. +D+0.750L+0.750S+0.5250E+H 1.50 n/a 0.0 0.7215 0.7215 n/a n/a 0.481 X.X.+0.600+W+H 1.50 n/a 0.0 0.4329 0.4329 n/a n/a 0.289 X-X,+0.600+0.70E+H 1.50 n/a .0.0 0.4329 0.4329 n/a n/a 0.289 Z-Z, +D 1.50 0.2994 n/a n/a n/a 0.70 0.7430 0.495 Z-Z. +D+L+H 1.50 0.2994 nia n/a nia 0.70 0.7430 0.495 Z-Z. +D+Lr+H 1.50 0.4262 n/a n/a n/a 0.9704 1.057 0.705- Z-Z, +D+S+H 1.50 0.2994 n/a n/a n/a 0.70 0.7430 0.495 Z-Z. +D+0.750Lr+0.7501-+H 1.50 0.4019 n/a n/a n/a 0.9028 0.9782 0.652 Z-Z, +D+0.750L+0.750S+H 1.50 0.2994 n/a n/a n/a 0.70 0.7430 0.495 Z-Z, +D+W+H 1.50 0.2994 n/a n/a n/a 0.70 .0.7430 0.495 Z.Z.+D+0.70E+H 1.50 0.9979 n/a n/a n/a 0.6497 0.7933 0.529 Z-Z. +D+0.750Lr+0.750L+0.750W+H 1.50 0.4019 n/a n/a n/a 0.9028 0.9782 0.652 Z-Z, +D+0.750L+0.750S+0.750W+H 1.50 0.2994 n/a .n/a n/a 0.70 0.7430 0.495 Z-Z, +D+0.750Lr·,0.7501-45250E+H 1.50 0.8038 n/a n/a n/a 0.8652 1.016 0.677 Z-Z. +D+0.750L+0.750S+0.5250E+H 1.50 0.8233 n/a n/a n/a 0.6623 0.7807 0.521 Z-Z. +·0.60D+W+H 1.50 0.2994 n/a n/a n/a 0.420 0.4458 0.297 _Z:Z,6 60.24.70E+H 1.50 1.464 n/a n/a n/a 0.3698 0.4961 0.331 Overturning Stability Rotation Axis & Load Combination...Overturning Moment Resisting Moment Stability Ratio Status X-X. D None 0.0 k-ft Infinitv OK X-X, D+Lr None 0.0 k-ft Infinitv OK X-X. 0.6D+0.7E None 0.0 k-ft Infinitv OK Z-Z, D 0.450 k-ft 45.094 k-ft 100.208 OK Z-Z. D+Lr 0.90 k-ft 63.344 k-ft 70.382 OK Z-Z. 0.6D+0.7E 1.320 k-ft 27.056 k-ft 20.497 OK