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Project Title: JACKSON AVE DUPLEX <br />Engineer: CHRIS LALONDE <br />Project ID: SDA#9902 <br />Project Descr: LATERAL, GRAVITY, FOUNDATION <br />Combined Footing Project File: 9902.ec6 <br />LICti KW.06014009. 8ulii 20.22.12.:8 Structural Design Associates ;c} LNEt2CAlC INC 7983-2022 1 <br />DESCRIPTION: FRONT GARAGE FOOTING <br />Z-Axis Footing Flexure - Maximum Values for Load Combination <br />Distance Tension <br />Governed <br />Load Combination... <br />Mu from left Side <br />As Req'd <br />by <br />Actual As Phi"Mn <br />Mu ! PhiMn <br />(ft-k) <br />(ft) <br />(in A2) <br />(in^2) <br />(ft-k) <br />+1.20D+W-39.355 <br />16.560 Top <br />2.333 <br />Min Temp % <br />2.790 <br />254.497 <br />0.155 <br />+1.20D+W <br />-39.399 <br />16.603 Top <br />2.333 <br />Min Temp % <br />2.790 <br />254.497 <br />0.155 <br />+1.20D+W <br />-39.441 <br />16.646 Tap <br />2.333 <br />Min Temp % <br />2.790 <br />254.497 <br />0.155 <br />+1.20D+W <br />-39.480 <br />16.689 Top <br />2.333 <br />Min Temp % <br />2.790 <br />254.497 <br />0.155 <br />+1.20D+W <br />-39.516 <br />16.733 Top <br />2.333 <br />Min Temp % <br />2.790 <br />254.497 <br />0.155 <br />+0.90D+W <br />0.187 <br />16.776 Bottom <br />2.333 <br />Min Temp % <br />2.790 <br />254A97 <br />0.001 <br />+0.90D+W <br />0.155 <br />16.819 Bottom <br />2.333 <br />Min Temp % <br />2.790 <br />254.497 <br />0.001 <br />+0.90D+W <br />0.126 <br />16.862 Bottom <br />2.333 <br />Min Temp % <br />2.790 <br />254.497 <br />0.000 <br />+0.90D+W <br />0.100 <br />16.905 Bottom <br />2.333 <br />Min Temp % <br />2.790 <br />254.497 <br />0.000 <br />+0.90D+W <br />0.076 <br />16,948 Bottom <br />2.333 <br />Min Temp % <br />2.790 <br />254.497 <br />0.000 <br />+0.901)+W <br />0.056 <br />16.991 Bottom <br />2.333 <br />Min Temp % <br />2.790 <br />254,497 <br />0,000 <br />+0.90D+W <br />0.039 <br />17.034 Bottom <br />2.333 <br />Min Temp % <br />2.790 <br />254,497 <br />0.000 <br />+0.90D+W <br />0.025 <br />17,078 Bottom <br />2.333 <br />Min Temp % <br />2.790 <br />254.497 <br />0.000 <br />+0.90D+W <br />0.014 <br />17.121 Bottom <br />2.333 <br />Min Temp % <br />2.790 <br />254.497 <br />0.000 <br />+0.90D+W <br />0.000 <br />17.164 0 <br />0.000 <br />0 <br />0.000 <br />0.000 <br />0.000 <br />+0.90D+W <br />0,000 <br />17.207 0 <br />0.000 <br />0 <br />0.000 <br />0.000 <br />0.000 <br />+0.90D+W <br />0.000 <br />17.250 0 <br />0.000 <br />0 <br />0.000 <br />0.000 <br />0.000 <br />One Way Shear <br />Punching Shear <br />Load Combination... <br />Phi Vn <br />vu @ Col #1 <br />vu @ Col #2 <br />Phi Vn <br />vu @ Col #1 vu @ Col #2 <br />- <br />+1.40D <br />e _ <br />7500 -p s- <br />O.d2 _psi - <br />0.02 psi <br />150.00 psi <br />1-1-5 p_si_ <br />-- <br />1.15 psi <br />+1.20D <br />75.00 psi <br />0.02 psi <br />U2 psi <br />150.00 psi <br />0.99 psi <br />0.99 psi <br />+1.20D+0.50W <br />75.00 psi <br />2.20 psi <br />2.24 psi <br />150.00 psi <br />1.35 psi <br />0.61 psi <br />+1.20D+W <br />75.00 psi <br />4.42 psi <br />4.47 psi <br />150.00 psi <br />1.74 psi <br />0.23 psi <br />+1.20D+E <br />75.00 psi <br />3.54 psi <br />3.58 psi <br />150.00 psi <br />1.59 psi <br />0.38 psi <br />+0.90D+W <br />75.00 psi <br />4.18 psi <br />4.67 psi <br />150.00 psi <br />1.42 psi <br />0.06 psi <br />+0.90D+E <br />75.00 psi <br />3.53 psi <br />3.59 psi <br />150.00 psi <br />1.34 psi <br />0.13 psi <br />