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Axial Engineedng Group, Inc. <br />7147 Woodley Avenue <br />Van Nuys, CA 91406 <br />818-902-0200 <br />Title : CATALINA Job # 212-013 <br />Engineer: LQ <br />Project Desc.: PROPOSED NEW OFFICE BUILDING <br />General Footing <br />Lic. # : KW-06005747 <br />Description :Main Pad #2 <br />Printed: 27 JUL 2012,11:41AM <br />File: X:\2012-PROJECTS\212-013 catalina\Calcs\Cafalina.ec-6 <br />ENERCALC, INC. 1983-2011, Build:6.12.3.14, Ver:6.12.6.30 <br />Licensee : AXIAL ENGINEERING GROUP f <br />Footing Flexure 3 <br />Flexure Axis & Load Combination Mu Which Tension @ Bot. As Reg'd Gvrn. As Actual As Phi*Mn Status <br />k-ft Side ?or Top ?inA2 inA2 inA2 k-ft <br />X-X, +1.40D 4.899 +Z Bottom 0.39 Bendina 0.41 27.146 <br />X-X. +1.40D 4.899 -Z Bottom 0.39 Bendina 0.41 27.146 <br />X-X, +1,200+0.50Lr+1.60L+1.60H 5.137 +Z Bottom 0.39 Bendina 0.41 27.146 <br />X-X. +1.20D+0.50Lr+1.60L+1.60H 5.137 -Z Bottom 0.39 Bendina 0.41 27.146 <br />X-X. +1.20D+1.60Lr+0.50L 7.199 +Z Bottom 0.39 Bendina 0.41 27.146 <br />X-X, +1.20D+1.601-r+0.50L 7.199 -Z Bottom 0.39 Bendina 0.41 27.146 <br />X-X +1.20[)+1.60Lr+0.80W 7.199 +Z Bottom 0.39 Bendina 0.41 27.146 <br />X-X +1.20[)+1.60Lr·+0.8OW 7.199 -Z Bottom 0.39 Bendina 0.41 27.146 <br />X-X, +1.20D+0.50Lp,0.50L+1.60W 5.137 .+Z Bottom 0.39 Bendina 0.41 27.146 <br />X-X, +1.20D+O.50Lr+0.50L+1.60W 5.137 -Z Bottom 0.39 Bendina 0.41 27.146 <br />X-X. +1.200+0.50L+0.20S+E 4.199 +Z Bottom 0.39 Bendina 0.41 27.146 <br />X-X.+1.20D+0.50L+0.20S+E 4.199 -Z Bottom 0.39 Bendina 0.41 27.146 <br />X-X +0,900+E+1.60H 3.149 +Z Bottom 0.39 Bendina 0.41 27.146 <br />X-X. +0.90D+E+1.60H 3.149 -Z Bottom 0.39 Bendina 0.41 27.146 <br />Z-Z. +1.40D 4.724 -X Bottom 0.39 Bendina 0.41 27.146 <br />Z-Z. +1.40D 5.074 +X Bottom 0.39 Bendina 0.41 27.146 <br />Z-Z. +1.20D+0.50Lr+1.60L+1.60H 4.924 -X Bottom 0.39 Bendina 0.41 27.146 <br />Z-Z, +1.20D+0.50Lr+1.60L+1.60H 5.349 +X Bottom 0.39 Bendina 0.41 27.146 <br />Z-Z. +1.20[)+1.60Lr,0.50L 6.849 -X Bottom 0.39 Bendina 0.41 27.146 <br />Z-Z. +1.20[)+1.60Lr+0.50L 7.549 +X Bottom 0.39 Bendina 0.41 27.146 <br />Z-Z, +1.20D+1.60Lr+0.80W 6.849 -X Bottom 0.39 Bendina 0.41 27.146 <br />Z-Z, +1.20D+1.60Lr+0.80W 7.549 +X Bottom 0.39 Bendina 0.41 27.146 <br />Z-Z. +1.20D+0.50Lr+0.50L+1.60W 4.924 -X Bottom 0.39 Bendina 0.41 27.146 <br />Z-Z. +1.20D+0.50Lr+0.50L+1.60W 5.349 +X Bottom 0.39 Bendina 0.41 27.146 <br />Z-Z.+1.20D+0.50L+0.20$+E 3.799 -X Bottom 0.39 Bendina 0.41 27.146 <br />Z-Z. +1.20D+0.5OL+O.20S+E 4.599 +X Bottom 0.39 Bendina 0.41 27.146 <br />Z-Z, +0.90D+E+1.60H 2.787 -X Bottom 0.39 Bendina 0.41 27.146 <br />Z-Z,j,0..900+E+160H 3.512 +X Bottom 0.39 Bendino 0.41 27.146 <br />One Way Shear <br />Load Combination...VU @ -X VU @ +X VU @ -Z VU @ +Z Vu:Max Phi Vn Vu / Phi*Vn Status <br />+1.40D 10.647 osi 10.647 Dsi 10.647 osi 10.647 osi 10.647 Dsi 93.113 osi 0.1143 <br />+1.20D+0.500+1.60L+1.60H 11.163 osi 11.163 osi 11.163 osi 11.163 osi 11.163 osi 93.113 osi 0.1199 <br />+1.20D+1.60Lr+0.50L 15.644 osi 15.644 osi 15.644 Dsi 15.644 osi - 15.644 osi 93.113 osi 0.168 <br />+1.20D+1.60Lr+0.80W 15.644 Dsi 15.644 osi 15.644 osi 15.644 osi 15.644 Dsi 93.113 osi 0.168 <br />+1.20D+0.50Lr+0.50L+1.60W 11.163 osi 11.163 osi 11.163 Dsi 11.163 osi 11.163 os 93.113 osi 0.1199 <br />+1.20D+0.50L+0.20S+E 9.126 Dsi 9.126 osi 9.126 Dsi 9.126 osi 9.126 osi 93.113 osi 0.09801 <br />+0..9.ODyE+J.6.0.H__- ___6.8410.si__- 6.844 osi 6.844.osi 6.844 osi 6.844 osi 93.113 Dsi 0.07351 <br />All units k .Rpunching Shear <br />Load Combination... Vu Phi*Vn Vu / Phi*Vn Status <br />+1.40D 41.813 osi 186.226 Dsi 0.2245 OK <br />+1.20D+0.50Lr+1.60L+1.60H 43.84 osi 186.226 osi 0.2354 OK <br />+1.20D+1.60Lr+0.50L 61.44 psi 186.226psi 0.3299 OK <br />+1.200+1.60Lr40.80W 61.44 osi 186.226 osi 0.3299 OK <br />+1.20D+O.500+0.50L+1.60W 43.84 osi 186.226osi 0.2354 OK <br />+1.200+0.50L+O.20S+E 35.84 osi 186.226psi 0.1925 OK <br />+0.90D+E+1.60H 26.88 osi 186.226osi 0.1443 OK <br />7