Laserfiche WebLink
--- Project Title: Jung peck <br /> NKH Engineer: NKH <br /> Project iD: 24-064 <br /> Project Descr: <br /> -- _.._ --....._.-- --....... <br /> General Footing project File:Footings.ec6 <br /> LIC#:KW-06613860,8vild:20.24-05.02 - NKH Engineering - (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: Existing Deck Footings <br /> DESIGN SUMMARY - <br /> Min.Ratio Item Applied Capacity Governing Load Combination <br /> .......... <br /> PASS 0.9294 Soil Bearing 1.484 ksf 1.597 ksf +D+L about Z-Z axis <br /> PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning <br /> PASS n/a Overturning-Z-Z 0.0 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 n1a 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 0,05687 Z Flexure(+X) 0.2670 k-ft/ft 4,694 k-f/ft +1.20D+1.60L <br /> PASS 0.05687 Z Flexure(-X) 0.2670 k-ft/ft 4.694 k-ft/ft +1.2013+1.601- <br /> PASS 0.05687 X Flexure(+Z) 0.2670 WWI. 4.694 k-ft/ft +1.20D+1.60L <br /> PASS 0.05687 X Flexure(-Z) 0.2670 k-ft/ft 4.694 k-ft/ft +1.20D+1.60L <br /> PASS 0.03797 1-way Shear(+X) 2.847 psi 75.0 psi +1.20D+1.60L <br /> PASS 0.03797 1-way Shear(-X) 2.847 psi 75.0 psi +1.20D+1.60L <br /> PASS 0.03797 1-way Shear(+Z) 2.847 psi 75.0 psi +1.20D+1.60L <br /> PASS 0.03797 1-way Shear(-Z) 2.847 psi 75.0 psi +1.20D+1.60L <br /> PASS 0.1173 2-way Punching 17.689 psi 150.0 psi +1.20D+1.60L <br /> Detailed Results <br /> Soil Bearing <br /> Rotation Axis& <br /> -- -Zecc -Actu-al oil-dearing Stress @ Location Actual!Allow, <br /> Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio <br /> X-X,D Only 1.697 n1a 0.0 0.3057 0,3057 n/a n/a 0.192 <br /> X-X,+D+L 1.597 n/a 0.0 1.484 1.484 We n/a 0.929 <br /> X-X,+D+0.750L 1.597 n/a 0.0 1.189 1.189 n/a n/a 0,746 <br /> X-X,+0.601) 1.597 n1a 0-0 0.1834 0.1834 n/a We 0.116 <br /> Z-Z,D Only 1.597 0.0 n/a n1a n/a 0.3057 0.3057 0.192 <br /> Z-Z,+D+L 1.597 0.0 n/a n/a We 1.484 1.484 0.929 <br />€ Z-Z,+D+0.750L 1.597 0.0 n/a n/a n1a 1.189 1.189 0.745 <br /> i Z-Z,+0.60D 1.597 0.0 Ma n/a n/a 0A834 0.1834 0.116 <br /> E <br /> Overturning Stability <br /> Rotation Axis& <br /> Load Combination... overturning Moment Resisting Moment Stability Ratio Status <br /> Fooling Has NO Overturning _ --_•_- �� _... <br /> s Sliding Stability All units k. _- <br /> R <br /> Force Application Axis <br /> Load Combination. -_... -Sliding Force Resisting Force Stability Ratio Status <br /> Fooling Has NO Sliding <br /> Footing Flexure <br /> Mu Side Tension As Req'd Gvrn.As _ Actual As -Phl'Mn Status <br /> Flexure Axis&Load Combination k-ft Surface €n"2 in"2 in"2 k-ft <br /> X-X,+1.40D 0.03658 +Z Bottom 0.1728 ACI 7.6.1.1 0.220 4.694 OK <br /> X-X,+1.40D 0.03658 -Z Bottom 0.1728 ACI 7.6.1.1 0.220 4.694 OK <br /> X-X,+1.20D+1.60L 0.2670 +Z Bottom 0.1728 ACI 7.6.1.1 0.220 4.694 OK <br /> X-X,+1.20D+1.60L 0.2670 Z Bottom 0.1728 ACI 7.6.1.1 0.220 4.694 OK <br /> X-X,+1.20D+L 0.1786 +Z Bottom 0.1728 ACI 1.6.1.1 0.220 4.694 CK <br /> X-X,+1.20D+L 0.1786 -Z Bottom 0,1728 ACI 7.6.1.1 0.220 4.694 OK <br /> X-X,+1.20D 0.03135 +Z Bottom 0.1728 ACE 7.6.1.1 0.220 4.694 OK <br /> X-X,+1.20D 0.03135 -Z Bottom 0.1728 ACI 7.6.1A 0.220 4.694 OK <br /> X-X,+0.90D 0.02351 +Z Bottom 0.1728 ACI 7.6.1.1 0.220 4.694 OK <br /> X-X,+0.90D 0.02351 -Z Bottom 0.1728 AC17.6.1.1 0.220 4.694 OK <br /> Z-Z,+1.40D 0.03658 -X Bottom 0.1728 ACI 7.6.1.1 0.220 4.694 OK <br /> Z-Z,+1.401) 0.03658 +X Bottom 0.1728 ACI 7.6.1.1 0.220 4.694 OK <br /> Z-Z,+1.20D+1.60L 0.2670 -X Bottom 0.1728 ACI 7.6.1.1 0,220 4.694 OK <br /> Z-Z,+1.20D+1.60L 0.2670 +X Bottom 0.1728 ACI 7.6.1.1 0.220 4.694 OK <br /> Z-Z,+1.20D+L 0.1786 -X Bottom 0.1728 ACI 7.6.1.1 0.220 4.694 0K <br /> Z-Z,+1.20D+L 0.1786 +X Bottom 0.1728 ACI 7.6.1.1 0.220 4.694 01< <br /> Z-Z,+1.201) 0.03135 -X Bottom 0.1728 ACI 7.6.1.1 0.220 4.694 olc <br />�. NKH Engineering S5 <br /> s <br /> i <br />