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General Footing <br />LIC# : KW-06016452, Build:20.23.10.31 CARUSO TURLEY SCOTT (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Downward Wind Spread Footing Design <br />Project File: Spread Footing.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />PASS 2.658 Sliding - X-X 2.435 k 6.472 k +0.60D+0.70E <br />PASS 4.723 Sliding - Z-Z 1.873 k 8.847 k +0.60D+0.70E <br />DESIGN SUMMARY Design OK <br />Governing Load CombinationMin. Ratio Item Applied Capacity <br />PASS 0.7720 Soil Bearing 1.158 ksf 1.50 ksf +0.60D+0.70E about X-X axis <br />PASS 1.277 Overturning - X-X 28.052 k-ft 35.821 k-ft +0.60D+0.70E <br />PASS 2.536 Overturning - Z-Z 28.383 k-ft 71.971 k-ft +0.60D+0.70E <br />PASS 26.606 Uplift -0.4683 k 12.459 k +0.60D+0.70E <br />PASS 0.009627 Z Flexure (+X)0.2638 k-ft/ft 27.406 k-ft/ft +1.20D+E <br />PASS 0.3621 Z Flexure (-X)9.924 k-ft/ft 27.406 k-ft/ft +1.20D+1.60Lr+0.50W <br />PASS 0.02908 X Flexure (+Z)0.8096 k-ft/ft 27.846 k-ft/ft +1.20D+1.60Lr+0.50W <br />PASS 0.07965 X Flexure (-Z)2.218 k-ft/ft 27.846 k-ft/ft +0.90D+E <br />PASS 0.009087 1-way Shear (+X)0.6815 psi 75.0 psi +1.20D+E <br />PASS 0.1904 1-way Shear (-X)14.283 psi 75.0 psi +1.20D+1.60Lr+0.50W <br />PASS 0.05003 1-way Shear (+Z)3.752 psi 75.0 psi +1.20D+E <br />PASS 0.1054 1-way Shear (-Z)7.905 psi 75.0 psi +0.90D+E <br />PASS 0.08218 2-way Punching 12.327 psi 150.0 psi +1.20D+1.60Lr+0.50W <br />Top reinforcing mat required (see 'Bending' tab). <br />Hand check required for anchor pullout. <br />72 1610 E First St - 101118465 & <br />201822505/7/2024