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Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />General Footing <br />LIC;' K`f,`-06017149. Build-20 25 06.16 BACHAR KOUJAH <br />DESCRIPTION: F2.25 SUPPORTING BEAM (GH-2), RIGHT <br />Footing Tension on Bottom <br />Flexure Axis & Load Combination <br />X-X, +1.40D <br />X-X, +1-40D <br />X-X, +1.20D+0.50Lr <br />X-X, +1.20D+0.50Lr <br />X-X, +1.20D <br />X-X, +1.20D <br />X-X, +1.20D+1.60Lr <br />X-X, +1.20D+1.60Lr <br />X-X, +0.90D <br />X-X, +0.90D <br />Z-Z, +1.40D <br />Z-Z. +1.40D <br />Z-Z. +1.20D+0.50Lr <br />Z-Z, +1.20D+0.50Lr <br />Z-Z, +1.20D <br />Z-Z, +1.20D <br />Z-Z. +1.20D+1.60Lr <br />Z-Z. +1.20D+1.60Lr <br />Z-Z, +0.90D <br />Z-Z, +0.90D <br />One Way Shear X <br />Load Combination... <br />+1.40D <br />+1.20D+0.501-r <br />+1.20D <br />+1.20D+1.60Lr <br />+0.90D <br />One Way Shear Z <br />Load Combination... <br />+1-40D <br />+1.20D+0.50Lr <br />+1.20D <br />+1.20D+1.60Lr <br />+0-90D <br />Two -Way "Punching" Shear <br />Load Combination... <br />+1.40D <br />+1.20D+0.50Lr <br />+1.20D <br />+120D+1.60Lr <br />+0.90D <br />Mu <br />Side <br />Tension <br />As Req'd <br />Gvm. As <br />Actual As <br />k-ft <br />Surface <br />inA2 <br />inA2 <br />in^2 <br />0.4673 <br />+Z <br />Bottom <br />0.5184 <br />ACI7.6.1.1 <br />0.5511 <br />0.4673 <br />-Z <br />Bottom <br />0.5184 <br />ACI7.6.1-1 <br />0-5511 <br />0.5986 <br />+Z <br />Bottom <br />0.5184 <br />ACI7.6.1.1 <br />0.5511 <br />0.5986 <br />-Z <br />Bottom <br />0.5184 <br />ACI7.6.1.1 <br />0.5511 <br />0.4005 <br />+Z <br />Bottom <br />0.5184 <br />ACI7.6.1.1 <br />0.5511 <br />0.4005 <br />-Z <br />Bottom <br />0.5184 <br />ACI7.6.1.1 <br />0.5511 <br />1 M5 <br />+Z <br />Bottom <br />0.5184 <br />ACI 7 6.1.1 <br />0.5511 <br />1.035 <br />-Z <br />Bottom <br />0.5184 <br />ACI7.6.1.1 <br />0.5511 <br />0.3004 <br />+Z <br />Bottom <br />0.5184 <br />ACI7.6.1.1 <br />0.5511 <br />0.3004 <br />-Z <br />Bottom <br />0.5184 <br />ACI7.6.1.1 <br />0.5511 <br />0.4673 <br />-X <br />Bottom <br />0.5184 <br />ACI7.6.1.1 <br />0.5511 <br />0.4673 <br />+X <br />Bottom <br />0.5184 <br />ACI7.6.1.1 <br />0.5511 <br />0.5986 <br />-X <br />Bottom <br />0.5184 <br />ACI7.6.1.1 <br />0.5511 <br />0.5986 <br />+X <br />Bottom <br />0.5184 <br />ACI7.6.1-1 <br />0.5511 <br />0.4005 <br />-X <br />Bottom <br />0.5184 <br />ACI7.6.1.1 <br />0.5511 <br />0.4005 <br />+X <br />Bottom <br />0.5184 <br />ACI 7 6.1.1 <br />0.5511 <br />1.035 <br />-X <br />Bottom <br />0.5184 <br />ACI7.6.1.1 <br />0.5511 <br />1.035 <br />+X <br />Bottom <br />0.5184 <br />ACI7.6.1.1 <br />0.5511 <br />0.3004 <br />-X <br />Bottom <br />0.5184 <br />ACI7.6.1.1 <br />0.5511 <br />0.3004 <br />+X <br />Bottom <br />0.5184 <br />ACI7.6.1.1 <br />0.5511 <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />FOR PERMIT ISSUANCE <br />Project File. 25-0025_ec6 <br />(c) ENERCA 1 . <br />Master ID. <br />Date: �Y <br />rnrmn Status <br />k-ft <br />50.472 OK <br />50-472 OK <br />50.472 OK <br />50.472 OK <br />50.472 OK <br />50.472 OK <br />50.472 OK <br />50.472 OK <br />50.472 OK <br />50.472 OK <br />50.472 OK <br />50.472 OK <br />50.472 OK <br />50.472 OK <br />50.472 OK <br />50.472 OK <br />50.472 OK <br />50.472 OK <br />50.472 OK <br />50.472 OK <br />Vu @ -X <br />Vu @ +X <br />Vu:Max <br />Phi Vn <br />Vu / PhrVn <br />Status <br />0.00 psi <br />0.00 psi <br />0.00 psi <br />38.94 psi <br />0.00 <br />OK <br />0.00 psi <br />0.00 psi <br />0.00 psi <br />38.94 psi <br />0.00 <br />OK <br />0.00 psi <br />0.00 psi <br />0.00 psi <br />38.94 psi <br />000 <br />OK <br />0.00 psi <br />0.00 psi <br />0.00 psi <br />38.94 psi <br />0.00 <br />OK <br />0.00 psi <br />0.00 psi <br />0.00 psi <br />38.94 psi <br />0.00 <br />OK <br />Vu C -Z Vu @ +Z Vu:Max Phi Vn <br />0.00 psi <br />0.00 psi <br />0.00 psi <br />38.94 psi <br />0.00 psi <br />0.00 psi <br />0.00 psi <br />38.94 psi <br />0.00 psi <br />0.00 psi <br />0.00 psi <br />38.94 psi <br />0.00 psi <br />0.00 psi <br />0.00 psi <br />38.94 psi <br />0.00 psi <br />0.00 psi <br />0.00 psi <br />38.94 psi <br />Vu Phi`Vn <br />0.83 psi 150.00 psi <br />1.06 psi 150.00 psi <br />0.71 psi 150.00 psi <br />1.84 psi 150.00 psi <br />0.53 psi 150.00 psi <br />Vu I PhrWn Status <br />0.00 <br />OK <br />0.00 <br />OK <br />0.00 <br />OK <br />0.00 <br />OK <br />0.00 <br />OK <br />All units k <br />Vu I Phi*Vn <br />Status <br />0.01 <br />OK <br />0.01 <br />OK <br />0.00 <br />OK <br />0.01 <br />OK <br />0.00 <br />OK <br />14 of 28 <br />