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4703 GREELY ST 2025-09-30
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4703 GREELY ST 2025-09-30
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Last modified
9/30/2025 9:23:22 AM
Creation date
9/16/2025 12:07:26 PM
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Address Document
Street Name
GREELY ST
Street Number
4703
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Title Block Line 1 ^J <br /> Project Title: <br /> You can change this area Engineer: <br /> using the"Settings"menu item Project ID: <br /> and then using the"Printing& Project Descr. <br /> Title Block"selection. <br /> Title dock Line 6 PriMdd.22 FES 2a2z 5! ',�M <br /> - ---... _... -. ......_... ........ .......___.__-._.-.- -.--- _-._ _.._....._. <br /> 16. <br /> Gertera! Footing �1��, <br /> r;i r <br /> "aehware Ci pyripAt ENERGALC,INC.1983.2029,twill 2,20.8.24 <br /> • � n <br /> DESCRIPTION: MOMENT FOOTING 1�11111 <br /> Footing Flexure <br /> Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual AsW Phi'Mn Status <br /> k-ft Surface inA2 inA2 in^2 k-ft <br /> Z-Z,+1.20D+1.60S+0.50W+1.60H 1.028 +X Bottom 0.2592 Min Temp% 0.320 12.508 OK <br /> Z-Z.+1.20D+0.50Lr+L+W+1.60H 0.1788 -X Bottom 0.2592 Min TemD% 0,320 12.508 OK <br /> Z-Z.+1.20D+0.50Lr+L+W+1.60H 0.1788 +X Bottom 0,2592 Min TemD% 0.320 12.508 OK <br /> Z-Z.+1.20D+L+0.50S+W+1.60H 0.4442 -X Bottom 0.2592 Min TemD% 0,320 12.508 OK <br /> Z-Z.+1.20D+L+0.50S+W+1.60H 0.4442 +X Bottom 0.2592 Min TemD% 0.320 12.508 OK <br /> Z-Z.+0.90D+W+1,60H 0,1341 -X Bottom 0,2592 Min TemD% 0.320 12.508 OK <br /> Z-Z.+0.90D+W+1.60H 0,1341 +X Bottom 0.2592 Min Temo% 0.320 12.508 OK <br /> Z-Z,+1.20D+L+0.20S+E+1.60H 0.2850 -X Bottom 0.2592 Min TemD% 0.320 12.508 OK <br /> Z-Z,+1.20D+L+0.20S+E+1.60H 0.2850 +X Bottom 0,2592 Min Temo% 0.320 12.508 OK <br /> Z-Z.+0.90D+E+0.90H 0.1341 -X Bottom 0.2592 Min TemD% 0.320 12.508 OK <br /> Z-Z.+0,90D+E+0.90H 0.1341 +X Bottom 0.2592 Min TemD% 0.320 12-508 OK <br /> One Way Shear <br /> Load Combination... Vu @-X Vu +X Vu -Z Vu +Z Vu:Max Phi Vn Vu 1 PhVVn Status <br /> +1.400+1,60H 1.24 Dsi 1.24 osi 1.24 Dsi 1.24 osi 1.24 Dsi 82.16 osi 0.02 OK <br /> +1.20D+0.50Lr+1,60L+1.60H 1.06 osi 1.06 osi 1.06 osi 1.06 Dsi 1.06 Dsi 82.16 osi 0.01 OK <br /> +1.20D+1.60L+0.50S+1.60H 2.63 osi 2.63 osi 2.63 Dsi 2.63 Dsi 2.63 osi 82.16 Dsi 0.03 OK <br /> +1.20D+1.60Lr+L+1.60H 1.06 Dsi 1.06 Dsi 1.06 DSi 1,06 Dsi 1.06 osi 82.16 osi 0.01 OK <br /> +1.20D+1.60Lr+0.50W+1.60H 1.06 osi 1.06 osi 0.64 osi 1,48 osi 1.48 Dsi 82.16 osi 0.02 OK <br /> +-1.20D+L+1.60S+1.60H 6.09 osi 6.09 Dsi 6.09 osi 6.09 Dsi 6.09 osi 82.16 Dsi 0,07 OK <br /> +1,20D+1.60S+0.50W+1.60H 6.09 osi 6.09 Dsi 5.67 Dsi 6.51 Dsi 6.51 psi 82.16 osi 0.08 OK <br /> +1.20D+0.50Lr+L+W+1.60H 1.06 osi 1.06 osi 0.22 osi 1.90 Dsi 1.90 osi 82.16 osi 0.02 OK <br /> +1.20D+L+0.50S+W+1.60H 2.63 Dsi 2.63 osi 1.79 osi 3.47 Dsi 3.47 Dsi 82.16 osi 0.04 OK <br /> +0.90D+W+1.60H 0.79 osi 0.79 Dsi 0.05 osi 1.64 osi 1.64 Dsi 82.16 osi 0.02 OK <br /> +1.20D+L+0.20S+E+1.60H 1,69 Dsi 1.69 Dsi 1.23 osi 2.15 Dsi 2.15 Dsi 82.16 Dsi 0.03 OK <br /> +0.900+E+0.90H 0.79 osi 0.79 Dsi 0.34 osi 1.25 Dsi 1.25 osi 82.16 Dsi 0,02 OK <br /> Two-Way"Punching"Shear All units k <br /> Load Combination.. Vu Phi`Vn Vu l Phi"Vn Status <br /> +1.400+1.60H - 4.69 osi 164.32Dsi0.02853 ---.------------OK <br /> +1.20D+0.50Lr+1.60L+1.60H 4.02 osi 164.32Dsi 0.02445 OK <br /> +1.20D+1.60L+0.50S+1.60H 9.98 Dsi 164.32Dsi 0.06075 OK <br /> +1.20D+1.60Lr+L+1.60H 4,02 Dsi 164.32osi 0.02445 OK <br /> +1.20D+1.60Lr-�0.50W+1.60H 4.02 Dsi 164.32Dsi 0.02445 OK <br /> +1.20D+L+1.60S+1.60H 23,10 osi 164.32Dsi 0.1406 OK <br /> +1.20D+1.60S+0.50W+1.60H 23.10 Dsi 164.32osi 0.1406 OK <br /> +1.20D+0.50Lr+L+W+1.60H 402 osi 164.32osi 0.02445 OK <br /> +1.20D+L+0.50S+W+1.60H 9.98 Dsi 164.32osi 0.06075 OK <br /> +0.900+W+1.60H 3.01 Dsi 164.32osi 0,01834 OK <br /> +1.20D+L+0.20S+E+1.60H 6.40 ast 164.32Dsi 0.03897 OK <br /> +0.90D+E+0.90H 3,01 Dsi 164.32Dsi 0.01834 OK <br />
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