Laserfiche WebLink
General Footing <br />LIC# : KW-06011877, Build:20.25.07.09 Mike Santos (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:4x6x2 WSWH Footing <br />Project File: 2121 lewis.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Applied Loads <br />0.280 0.350 <br />D Lr <br />ksf <br />L S <br />P : Column Load <br />OB : Overburden = <br />k <br />W E <br />M-zz <br />V-x <br />= <br />=k <br />V-z k <br />M-xx = <br />k-ft= <br />k-ft <br />H <br />= <br />PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding <br />PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding <br />DESIGN SUMMARY Design OK <br />Governing Load CombinationMin. Ratio Item Applied Capacity <br />PASS 0.3163 Soil Bearing 0.3163 ksf 1.0 ksf +D+Lr 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 Uplift 0.0 k 0.0 k No Uplift <br />PASS 0.001428 Z Flexure (+X) Bot Tens 0.07467 k-ft/ft 52.282 k-ft/ft +1.20D+1.60Lr <br />PASS 0.001428 Z Flexure (-X) Bot Tens 0.07467 k-ft/ft 52.282 k-ft/ft +1.20D+1.60Lr <br />PASS 0.003362 X Flexure (+Z) Bot Tens 0.1680 k-ft/ft 49.968 k-ft/ft +1.20D+1.60Lr <br />PASS 0.003362 X Flexure (-Z) Bot Tens 0.1680 k-ft/ft 49.968 k-ft/ft +1.20D+1.60Lr <br />PASS 0.000433 1-way Shear (+X)0.03556 psi 82.158 psi +1.20D+1.60Lr <br />PASS 0.000433 1-way Shear (-X)0.03556 psi 82.158 psi +1.20D+1.60Lr <br />PASS 0.002272 1-way Shear (+Z)0.1867 psi 82.158 psi +1.20D+1.60Lr <br />PASS 0.002272 1-way Shear (-Z)0.1867 psi 82.158 psi +1.20D+1.60Lr <br />PASS 0.002683 2-way Punching 0.4409 psi 164.317 psi +1.20D+1.60Lr <br />0.0 Z Flexure (+X) Top Tens 0 k-ft/ft 0.0 k-ft/ft <br />0.0 Z Flexure (-X) Top Tens 0 k-ft/ft 0.0 k-ft/ft <br />0.0 X Flexure (+Z) Top Tens 0 k-ft/ft 0.0 k-ft/ft <br />0.0 X Flexure (-Z) Top Tens 0 k-ft/ft 0.0 k-ft/ft <br />PASS <br />PASS <br />PASS <br />PASS <br />Min Steel Z Flexure Bottom in2/ft0.5180.956 0.543 in2/ft n/a <br />Min Steel X Flexure Bottom0.912 0.518 in2/ft 0.568 in2/ft n/a <br />Min Steel Z Flexure Top0.000 0.000 in2/ft 0.000 in2/ft n/a <br />Min Steel X Flexure Top0.000 0.000 in2/ft 0.000 in2/ft n/a <br />PASS <br />PASS <br />PASS <br />PASS <br />Detailed Results <br />Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow <br />Soil Bearing <br />(in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... <br />X-X, D Only 1.0 n/a0.3017 0.3017 n/a 0.3020.0n/a <br />X-X, +D+Lr 1.0 n/a0.3163 0.3163 n/a 0.3160.0n/a <br />X-X, +D+0.750Lr 1.0 n/a0.3126 0.3126 n/a 0.3130.0n/a <br />X-X, +0.60D 1.0 n/a0.1810 0.1810 n/a 0.1810.0n/a <br />Z-Z, D Only 1.0 0.3017n/a n/a 0.3017 0.302n/a0.0 <br />Z-Z, +D+Lr 1.0 0.3163n/a n/a 0.3163 0.316n/a0.0 <br />Z-Z, +D+0.750Lr 1.0 0.3126n/a n/a 0.3126 0.313n/a0.0 <br />Z-Z, +0.60D 1.0 0.1810n/a n/a 0.1810 0.181n/a0.0 <br />Rotation Axis & <br />Overturning Stability <br />Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio <br />Footing Has NO Overturning <br />Force Application Axis <br />Sliding Stability All units k <br />Load Combination...StatusSliding Force Resisting Force Stability Ratio <br />Footing Has NO Sliding