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<br /> ........... FEE
<br /> General Footing 941,e�
<br /> e COTyri4W--NERCA�C.INC,19a2020,Buid12.20.8.24
<br /> DESCRIPTION: MOMENT FOOTING
<br /> DESIGN SUMMARY
<br /> Min.Ratio Item Applied Capacity Governing Load Combination
<br /> PASS 0.6767 Soil Bearing 1.015 ksf 1.50 ksf +D+S+H about Z-Z axis
<br /> PASS 4.430 Overtuming-X-X 0.3552 k-ft 1.574 k-ft +0.60D+0.60W+0.60H
<br /> PASS n/a Overturning-Z-Z H k-ft 0.0 k-ft No Overturning
<br /> PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding
<br /> PASS n/a Sliding-Z-Z 0,0 k 0.0 k No Sliding
<br /> PASS n/a Uplift 0.0 k 0.0 k No Uplift
<br /> PAS S 0.08220 Z Flexure(*X) 1.028 k-ft/ft 12.508 k-ft1ft +1.20D+L-0.60S-0.60H
<br /> PASS 0,08220 Z Flexure(-X) 1,028 k-ft/ft 12.508 k-fVft +1.20l)-i-L-#-1.60S-4--1,60H
<br /> PASS 0.08693 X Flexure(+Z) 1.087 k-fVft 12.508 k-ft/ft -1-1.20D+1.60S-+0.50W+1.60H
<br /> PASS 0.08220 X Flexure(-Z) 1.028 k-ft/ft 12.508 k-fUfl +1.20D+L+1.60S-+.1.60H
<br /> PASS 0.07416 1-way Shear(+X) 6,093 psi 82.158 psi -+-1.20D+L+1.60S+1,60H
<br /> PASS 0.07416 1-way Shear(-X) 6.093 psi 82-158 psi +1.20D+L-+.l.60S-4-1.60H
<br /> PASS 0.07929 1-way Shear(+Z) 6.514 psi 82,158 psi -1.20I)+1.60S-t0.50W+1.60H
<br /> PASS 0.07416 1-way Shear(-Z) 6,093 psi 82.158 psi +1.20D+L-,-1.60S+1.60H
<br /> PASS 0.1406 2-way Punching 23.103 psi 164,317 psi -+-I-20D-+-1.60S-+0.50W-1.60H
<br /> Detailed Results
<br /> Soil Bearing
<br /> Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual I Allow
<br /> Load Combination... Gross Allowable (in) Bottom,-Z- Top,tZ Left,-X Right,+X Ratio
<br /> X-X+D+H 1.50 n/a 0,0 0,3357 0.3357 n1a n/a 0.224
<br /> X-X.+D+L+H 1.50 n/a 0.0 0.3357 0.3357 n/a n/a 0,224
<br /> X-X.+D+Lr+H 1.50 n/a 0,0 0.3357 0.3357 n1a n1a 0.224
<br /> X-X,+D+S+H 1.50 n/a 0.0 1.015 1.015 n/a n1a 0,677
<br /> X-X+D.+0.750Lr-,0.750L+H 1.50 n/a 0.0 0.3357 0.3357 n/a n1a 0.224
<br /> X-X,+D+0.750L-i0.750S+H 1.50 n/a 0.0 0.8454 0.8454 n/a n1a 0,564
<br /> X-X.-D.+0.60W+H 1.50 n/a 2.031 0.2007 0,4708 n/a n/a 0.314
<br /> X-X.+D+0,750LF+0.750L-+0.450W+H 1.50 n/a 1.524 0.2344 0.4370 n/a n1a 0.291
<br /> X-X,+D+0.750L+0.750S+0.450W+H 1,50 n1a 0.6051 0.7441 0.9466 n1a Wa 0.631
<br /> X-X.+0.60D+0,60W+0.60H 1,50 n/a 3,386 0.06640 0.3365 n/a n1a 0,224
<br /> X-X.+D40.70E+0.60H 1.50 n1a 1,289 0,250 0.4214 n1a n/a 0.281
<br /> X-X+D+0,750L+0-750S+0.5250E+H 1.50 n/a 0.3840 0.7811 0.9096 n1a n/a 0,606
<br /> X-X.+0.60D+0,70E+H 1.50 n1a 2.146 0.1157 0.2871 n/a n1a 0.191
<br /> Z-Z,+D+H 1.50 O'D n1a n/a n1a 0.3357 0.3357 0.224
<br /> ZZ+D+L+H 1.50 0,0 n/a n/a n/a 0.3357 0,3357 0.224
<br /> Z-Z.+D+Lr+H 1.50 0.0 n1a n1a n1a 0,3357 0.3357 0.224
<br /> Z-Z,+D+S-1-H 1.50 H n/a n/a n1a 1,015 1.015 0.677
<br /> Z-Z,+D+0.750Lr-i-0.750L+H 1.50 H n1a n/a n/a 0,3357 0.3357 0.224
<br /> Z-Z.+D40.750L-o0.750S+H 1.50 0.0 n1a n/a n/a 0.8454 0.8454 0,564
<br /> Z-Z.+D-#0.60W+H 1.50 0.0 n1a n/a n/a 0.3357 0.3357 0,224
<br /> Z-Z.+0+0.750Lr-t0.750L+0.450W+H 1,50 0.0 n1a n1a n/a 0,3357 0.3357 0224
<br /> Z-Z,+D-+0.750L+0.750S-4450W+H 150 0.0 n/a n/a n/a 0.8454 0.8454 0,564
<br /> Z-Z.+0.60D+0,60W40.60H 1.50 0.0 n/a n/a n/a 0,2014 0.2014 0134
<br /> Z-Z.+D+0.70E+0.60H 1.50 0.0 n/a n/a n/a 0.3357 0.3357 0,224
<br /> ZZ,+I)+0.750L+0.75DS-0.5250E+H 1,50 0.0 n/a n/a n/a 0,8454 0.8454 0.564
<br /> Z-Z.+0.60D+0.70E+H 1,50 0.0 n/a n/a n/a 0.2014 0.2014 0.134
<br /> Overturning Stability
<br /> Rotation Axis&
<br /> Load Combination... Overturning Moment Resisting Moment Stability Ratio --Status
<br /> X-X+D+H None 0,0 k-ft Infinity OK
<br /> X-X+D+L+H None 0.0 k-ft Infinity OK
<br /> X-X.+D+Lr+H None 0.0 k-ft Infinity OK
<br /> X-X+D4-S+H None 0.0 k-ft Infinity OK
<br /> X-X+D+0.750Lr+0.750L-,-H None 0,0 k-ft Infinity OK
<br /> X-X.+D+0.750L+0.750S+H None 0.0 k-ft Infinity OK
<br /> X-X,+D+0.60W+H 0.3552 k-ft 2.623 k-ft 7.384 OK
<br /> X-X,+D+0.750Lr-+0,750L+0,450W+H 0.2664 k-ft Z623 k-ft 9.845 OK
<br /> X-X+D-+0.750L.+0.750S+0.450W+H 0.2664 k-ft 6.604 k-ft 24.791 OK
<br /> X-X.+0.60D460W-4601-1 0.3552 k-ft 1.574 k-ft 4.430 OK
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