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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 (RB-1)+(RB-1) <br />Applied Loads <br />P : Column Load <br />OB : Overburden = <br />M-xx = <br />M-zz = <br />V-x = <br />V-i = <br />DESIGN SUMMARY <br />Min. Ratio Item <br />PASS <br />0.5741 <br />PASS <br />n/a <br />PASS <br />n/a <br />PASS <br />n/a <br />PASS <br />n/a <br />PASS <br />n/a <br />PASS <br />0.01620 <br />PASS <br />0.01620 <br />PASS <br />0.836 <br />PASS <br />0.01620 <br />PASS <br />0.01620 <br />PASS <br />0.836 <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 />n/a <br />PASS <br />nia <br />Detailed Results <br />Soil Bearing <br />Rotation Axis & <br />Load Combination... <br />X-X, D Only <br />X-X, +D+Lr <br />X-X, +D+0.750Lr <br />X-X, +0.60D <br />Z-Z, D Only <br />Z-Z. +D+Lr <br />Z-Z. +D+0.750Lr <br />Z-Z. +0.60D <br />Overturning Stability <br />Rotation Axis & <br />Load Combination... <br />Footing Has NO Overturning <br />Sliding Stability <br />Force Application Axis <br />Load Combination... <br />Footing Has NO Sliding <br />D Lr <br />2.240 2.90 <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 />Applied <br />L <br />0.8611 ksf <br />0.0 k-ft <br />0.0 k-ft <br />0.0 k <br />0.0 k <br />0.0 k <br />0.9160 k-fVft <br />0.9160 k-ft/ft <br />0.518 in2/ft <br />0.9160 k-f /ft <br />0.9160 k-f /ft <br />0.518 in2/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 />2.757 psi <br />S W <br />Capacity <br />1.50 ksf <br />0.0 k-ft <br />0.0 k-ft <br />0.0 k <br />0.0 k <br />0.0 k <br />56.555 k-ft/ft <br />56.555 k-ft/ft <br />0.620 in2/ft <br />56.555 k-ft/ft <br />56.555 k-ft/ft <br />0.620 in2/ft <br />0.0 k-ft/ft <br />0.0 k-fVft <br />0.000 in2/ft <br />0.0 k-fVft <br />00 k-fVft <br />0.000 in2/ft <br />40.50 psi <br />0.0 psi <br />40.50 psi <br />40,50 psi <br />40.50 psi <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 />Governing Load Combination <br />+D+Lr about Z-Z axis <br />No Overturning <br />No Overturning <br />No Sliding <br />No Sliding <br />No Uplift <br />+1.20D+1.601r <br />+1.20D+1.60Lr <br />n/a <br />+1.20D+1.60Lr <br />+1.20D+1.601r <br />We <br />n/a <br />n/a <br />n/a <br />n/a <br />n/a <br />n/a <br />+1.20D+1.60Lr <br />Xecc <br />Zecc <br />Actual Soil Bearing Stress @ Location <br />Actual / Allow <br />Gross Allowable <br />(in) <br />Bottom, -Z <br />Top, +Z <br />Left, -X <br />Right, +X <br />Ratio <br />1.50 <br />n/a <br />0.0 <br />0.5389 <br />0.5389 <br />n/a <br />n/a <br />0.359 <br />1.50 <br />nia <br />0.0 <br />0.8611 <br />0.8611 <br />n/a <br />nia <br />0.574 <br />1.50 <br />n/a <br />0.0 <br />0.7806 <br />0.7806 <br />n/a <br />nia <br />0.520 <br />1.50 <br />n/a <br />0.0 <br />0.3233 <br />0.3233 <br />n/a <br />n/a <br />0.216 <br />1.50 <br />0.0 <br />n/a <br />n/a <br />n/a <br />0.5389 <br />05389 <br />0.359 <br />1.50 <br />0.0 <br />n/a <br />n/a <br />nia <br />0.8611 <br />0.8611 <br />0.574 <br />1.50 <br />0.0 <br />n/a <br />n/a <br />n/a <br />0.7806 <br />0.7806 <br />0.520 <br />1.50 <br />0.0 <br />n/a <br />n1a <br />n/a <br />0.3233 <br />0.3233 <br />0.216 <br />Overturning Moment <br />Sliding Force <br />Resisting Moment Stability Ratio Status <br />Resisting Force <br />All units k <br />Stability Ratio Status <br />10 of 28 <br />