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Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />General Footing <br />LIC« KW-06017149, Build20 25 06.16 BACHAR KOUJAH <br />DESCRIPTION: F2.25 SUPPORTING BEAM (GH-2), RIGHT <br />Applied Loads <br />D Lr L <br />P : Column Load = 2.670 3.170 <br />OB : Overburden = <br />M-xx = <br />M-zz = <br />V-x = <br />V-i = <br />DESIGN SUMMARY <br />Min. Ratio Item Applied <br />PASS <br />0.9627 <br />PASS <br />nia <br />PASS <br />n/a <br />PASS <br />n/a <br />PASS <br />n/a <br />PASS <br />n/a <br />PASS <br />0.02050 <br />PASS <br />0.02050 <br />PASS <br />0.941 <br />PASS <br />0.02050 <br />PASS <br />0.02050 <br />PASS <br />0.941 <br />PASS <br />0.0 <br />PASS <br />0.0 <br />PASS <br />0.000 <br />PASS <br />0.0 <br />PASS <br />0.0 <br />PASS <br />0,000 <br />PASS <br />nia <br />PASS <br />0.0 <br />PASS <br />n/a <br />PASS <br />nia <br />PASS <br />nia <br />Detailed Results <br />boll rseanng <br />Overturning - X-X <br />Overturning - Z-Z <br />Sliding - X-X <br />Sliding - Z-Z <br />Uplift <br />Z Flexure (+X) Bot Tens <br />Z Flexure (-X) Bot Tens <br />Min Steel X Flexure Bottom <br />X Flexure (+Z) Bot Tens <br />X Flexure (-Z) Bot Tens <br />Min Steel Z Flexure Bottom <br />Z Flexure (+X) Top Tens <br />Z Flexure (-X) Top Tens <br />Min Steel X Flexure Top <br />X Flexure (+Z) Top Tens <br />X Flexure (-Z) Top Tens <br />Min Steel Z Flexure Top <br />1-way Shear (+X) <br />1-way Shear (-X) <br />1-way Shear (+Z) <br />1-way Shear (-Z) <br />2-way Punching <br />1.444 ksf <br />0.0 k-ft <br />0.0 k-ft <br />0.0 k <br />0.0 k <br />0.0 k <br />1.035 k-fVft <br />1.035 k-ft/ft <br />0.518 in2/ft <br />1.035 k-ft/ft <br />1.035 k-f /ft <br />0.518 02/ft <br />0 k-ft/ft <br />0 k-ft/ft <br />0.000 in2/ft <br />0 k-ft/ft <br />0 k-fVft <br />0.000 in2/ft <br />0.0 psi <br />0.0 psi <br />0.0 psi <br />0.0 psi <br />1.837 psi <br />S W <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />FOR PERMIT ISSUANCE <br />Project File. 25-0025.ec6 <br />(c) ENERCALC, Ll C 1982-2025 <br />Master ID: <br />Date: <br />k <br />ksf <br />k-ft <br />k-ft <br />k <br />k <br />Capacity <br />Governing Load Combination <br />1.50 ksf <br />+D+Lr about Z-Z axis <br />0.0 k-ft <br />No Overturning <br />0.0 k-ft <br />No Overturning <br />0.0 k <br />No Sliding <br />0.0 k <br />No Sliding <br />0.0 k <br />No Uplift <br />50.472 k-ft/ft <br />+1.20D+1.601r <br />50.472 k-ft/ft <br />+1.20D+1.60Lr <br />0.551 in2/ft <br />n/a <br />50.472 k-ft/ft <br />+1.20D+1.60Lr <br />50.472 k-ft/ft <br />+1.20D+1.601-r <br />0.551 in2/ft <br />We <br />0.0 k-ft/ft <br />0.0 k-fVft <br />0.000 in2/ft <br />n/a <br />0.0 k-fVft <br />00 k-fVft <br />0.000 in2/ft <br />n/a <br />38.940 psi <br />n/a <br />0.0 psi <br />n/a <br />38.940 psi <br />n/a <br />38.940 psi <br />n/a <br />38.940 psi <br />+1.20D+1.60Lr <br />Soil Bearing <br />Rotation Axis & <br />Xecc <br />Zecc <br />Actual <br />Soil Bearing Stress @ Location <br />Actual / Allow <br />Load Combination... <br />Gross Allowable <br />(in) <br />Bottom, -Z <br />Top, +Z <br />Left, -X Right, +X <br />Ratio <br />X-X, D Only <br />1.50 <br />n/a <br />0.0 <br />0.8174 <br />0.8174 <br />n/a n/a <br />0.545 <br />X-X, +D+Lr <br />1.50 <br />nia <br />0.0 <br />1.444 <br />1.444 <br />n/a nia <br />0.963 <br />X-X, +D+0.750Lr <br />1.50 <br />n/a <br />0.0 <br />1.287 <br />1.287 <br />n/a nia <br />0.858 <br />X-X, +0.60D <br />1.50 <br />n/a <br />0.0 <br />0.4904 <br />0.4904 <br />n/a n/a <br />0.327 <br />Z-Z, D Only <br />1.50 <br />0.0 <br />n/a <br />n/a <br />n/a <br />0.8174 0,8174 <br />0.545 <br />Z-Z. +D+Lr <br />1.50 <br />0.0 <br />n/a <br />n/a <br />nia <br />1.444 1.444 <br />0.963 <br />Z-Z. +D+0.750Lr <br />1.50 <br />0.0 <br />nia <br />n/a <br />n/a <br />1.287 1.287 <br />0.858 <br />Z-Z. +0.60D <br />1.50 <br />0.0 <br />n/a <br />n1a <br />n/a <br />0.4904 0.4904 <br />0.327 <br />Overturning Stability <br />Rotation Axis & <br />Load Combination... <br />Overturning <br />Moment <br />Resisting Moment <br />Stability Ratio <br />Status <br />Footing Has NO Overturning <br />Sliding Stability <br />All units k <br />Force Application Axis <br />Load Combination... <br />Sliding Force <br />Resisting Force <br />Stability Ratio <br />Status <br />Footing Has NO Sliding <br />13 of 28 <br />