|
Project Title:
<br /> Engineer:
<br /> Project ID:
<br /> Project Descr:
<br /> General FootingProject File:LIE RESIDENCE FOOTING.ec6
<br /> LIC#:K -06015244, uild:20.22.10.24 CG ENGINEERING (c)ENERCA C INC 19K3-2022
<br /> DESCRIPTION: Copy of FOUNDATION 1
<br /> DESIGN SUMMARY
<br /> Min.Ratio Item Applied Capacity Governing Load Combination
<br /> PASS 0.5030 Soil Bearing 1,006 ksf 2.0 ksf +D+0.750L+0.750S+0.5250E about Z.
<br /> PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning
<br /> PASS 2.102 Overturning-Z-Z 1.704 k-ft 3.560 k-ft +0.60D+0.70E
<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 /> PASS 0.03894 Z Flexure(+X) 0.3019 k-ft/ft 7,754 k-ft/ft +1.20D+L+0.20S+E
<br /> PASS 0.02976 Z Flexure(-X) 0.2307 k-ft/ft 7.754 k-f 1ft +1.20D+1.60L+0.50S
<br /> PASS 0.02976 X Flexure(+Z) 0.2307 k-ft/ft 7,754 k-ft/ft +1.200+1.601.+0.50S
<br /> PASS 0.02976 X Flexure(-Z) 0.2307 k-ft/ft 7,754 k-f 1ft +1.20D+1.60L+0.50S
<br /> PASS 0.0010 1-way Shear(+X) 2.372 psi 2,371.71 psi +1.20D+L+020S+E
<br /> PASS 0.000721 1-way Shear(-X) 1.709 psi 2.371.71 psi +1.20D+1.60L+0.50S
<br /> PASS 0.000721 1-way Shear(+Z) 1.709 psi 2,371.71 psi +1.20D+1.60L+O.SOS
<br /> PASS 0.000721 1-way Shear(-Z) 1.709 psi 2,371.71 psi +1.20D+1.60L+0.50S
<br /> PASS 0.001106 2-way Punching 5.247 psi 4.743.42 psi +1.200+1.60L+0.50S
<br /> Detailed Results
<br /> Soil Bearing
<br /> Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual/Allow
<br /> _ Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio
<br /> X-X,D Only - 2.0 n1a 0.0 0.3477 0.3477 n/a n/a 0-174
<br /> X-X.+D+L 2.0 n/a 0.0 0.6895 0.6895 n1a n/a 0.345
<br /> X-X,+D+S 2.0 n1a 0.0 0.490 0.490 n/a n/a 0.245
<br /> X-X,+D+0.750L 2.0 n1a 0.0 0.6041 0.6041 n/a n1a 0.302
<br /> X-X,+D+0.750L+0.750S 2.0 n1a 0.0 0.7109 0.7109 n/a n/a 0,356
<br /> X-X,+0.60D 2.0 n1a 0.0 0.2086 0.2086 n/a n/a 0.104
<br /> X-X,+D+0.70E 2.0 n1a 0.0 0.3477 0.3477 n/a n/a 0.174
<br /> X-X,+D+0.750L+0.750S+0.525GE 2.0 n/a 0.0 0.7109 0.7109 n/a n/a 0.356
<br /> X-X,+0.60D+0.70E 2.0 n/a 0.0 0.2086 0.2086 n1a n/a 0.104
<br /> Z-Z,D Only 2.0 0.0 n/a n1a n/a 0.3477 0.3477 0.174
<br /> Z-Z,+D+L 2.0 0.0 NO n/a We 0.6895 0.6895 0.345
<br /> Z-Z,+O+S 2.0 0.0 n/a n/a n1a 0.490 0.490 0.245
<br /> Z-Z,+D+0.750L 2.0 0.0 n1a n/a n1a 0.6041 0.6041 0.302
<br /> Z-Z,+D+0.750L+0.7508 2.0 0.0 n1a n/a n1a 0.7109 0.7109 0.356
<br /> Z-Z,+0.600 2.0 0.0 n/a n/a n/a 0.2086 0.2086 0.104
<br /> Z-Z,+D+0.70E 2.0 7A23 n/a n/a n/a 0.0 0.7444 0.372
<br /> Z-Z,+D+0.750L+0.750S+0.5250E 2.0 2.723 n/a n/a n/a 0.4161 1.006 0.503
<br /> Z-Z,+0.60D+0.70E 2.0 12.372 n1a n/a n/a 0.0 0.7539 0.377
<br /> Overturning Stability
<br /> Rotation Axis&
<br /> --
<br /> Load Combination... Overtuming Moment Resisting Moment Stability Ratio Status
<br /> X-X,D Only None 0.0 k-ft Infinity OK
<br /> X-X,+D+L None 0.0 k-ft Infinity OK
<br /> X-X,+D+S None 0.0 k-ft Infinity OK
<br /> X-X,+D+0.750L None 0.0 k-ft Infinity OK
<br /> X-X,+D+0.750L+0.750S None 0.0 k-ft Infinity OK
<br /> X-X,+0.60D None 0.0 k-ft Infinity OK
<br /> X-X,+D+0.70E None 0.0 k-ft Infinity OK
<br /> X-X,+D+0.750L+0.750S+0.5250E None 0.0 k-ft Infinity OK
<br /> X-X,+0.60D+0.70E None 0.0 k-ft Infinity OK
<br /> Z-Z,D Only None 0.0 k-ft Infinity OK
<br /> Z-Z,+D+L None 0.0 k-ft Infinity OK
<br /> Z-Z, +D+S None G.0 k-ft Infinity OK
<br /> Z-Z, +D+0.750L None 0.0 k-ft Infinity OK
<br /> Z-Z,+D+0.750L+0.750S None 0.0 k-ft Infinity OK
<br /> Z-Z,+0.60D None 0.0 k-ft Infinity OK
<br /> Z-Z,+D+0.70E 1.704 k-ft 5.967 k-ft 3.503 OK
<br /> Z-Z,+0+0.750L+0.750S+0.5250E 1,278 k-ft 12.201 k-ft 9.549 OK
<br /> Z-Z,+0.600+0.70E 1.704 k-ft 3.580 k-ft 2,102 OK
<br /> 21
<br />
|