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CE Engineering Software v1.0 PROJECT: <br />== TYPICAL SQUARE PAD FOOTING DESIGN TABLE == <br />(2/99) <br />Bar #Area (in2) <br />Soil Bearing Pressure:Miscellaneous:3 0.11 <br />q =1500 psf column footprint =4 in 4 0.20 <br />qu = q x 1.6 =2400 psf steel spacing factor =10 5 0.31 <br />(for selection of steel spacing vs. size only)6 0.44 <br />Material Strengths:7 0.60 <br />concrete =2500 psi Notes:8 0.78 <br />fy =60 ksi Assumes Pu = 1.6 (DL + LL)9 1.00 <br />10 1.23 <br />11 1.56 <br />Mark:Size Thick Pmax Depth Mu a As As As min As <br />(ft) -SQ. (in) (k) (in)Vact (k) Vall (k)OK?Vact (k) Vall (k)OK? (k-in) (in) (Req'd)(200/Fy)(.0018) Use USE: <br />1.5 12 3.04 8 0.0 12.2 Y 2.7 65.3 Y 7 0.02 0.02 0.72 0.39 0.39 2 # 4 <br />2.0 12 5.40 8 0.7 16.3 Y 6.5 65.3 Y 18 0.05 0.04 0.96 0.52 0.52 3 # 4 <br />2.5 12 8.44 8 2.3 20.4 Y 11.3 65.3 Y 38 0.08 0.09 1.20 0.65 0.65 4 # 4 <br />3.0 12 12.2 8 4.3 24.5 Y 17.3 65.3 Y 69 0.13 0.16 1.44 0.78 0.78 4 # 4 <br />3.5 12 16.5 8 6.9 28.6 Y 24.3 65.3 Y 114 0.18 0.27 1.68 0.91 0.91 5 # 4 <br />4.0 12 21.6 8 10.1 32.6 Y 32.4 65.3 Y 174 0.24 0.41 1.92 1.04 1.04 6 # 4 <br />4.5 12 27.3 8 13.8 36.7 Y 41.6 65.3 Y 253 0.31 0.60 2.16 1.17 1.17 4 # 5 <br />5.0 12 33.8 8 18.0 40.8 Y 51.8 65.3 Y 353 0.39 0.84 2.40 1.30 1.30 5 # 5 <br />5.5 12 40.8 8 22.8 44.9 Y 63.2 65.3 Y 476 0.49 1.14 2.64 1.43 1.51 5 # 5 <br />6.0 15 47.3 11 24.2 67.3 Y 72.3 112.2 Y 607 0.41 1.04 3.60 1.94 1.94 7 # 5 <br />ONE WAY SHEAR:TWO WAY SHEAR: <br /> <br />2605 W Strawberry Ln #2 <br />- 1011186506/26/2024