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1 Axial Engineering Group, Inc. <br /> 7251 Owensmouth Avenue <br />$ Suite 4 <br />61 p: 818.902.0200 <br />A f. 818.902.0232 <br />Title : CATALINA Job # 212-013 <br />Engineer: LQ <br />Project Desc.:PROPOSED.NEW OFFICE BUILDING <br />email: info@aeq-inc.net <br />.st r -, .„·st.· ' 7.%*·r · MUF <br />General Footing <br />GE?f*r*KW<06005%47;8*234&7:2:.{4.,9.Xy*fi. 4"23*b€*¢ <br />Printed: 25 OCT 2012, 1:46PM <br /> '- ' ·'File: X:\2012-PROJECTS\212-013·Catalina\Calcs\Cafalina.ec6 <br />A ·ci. '..6 .':'·Fe·, .4: I .1 ENERCALC,.INC.'1983-2012, BuHd:6.12.9.'26, Ve?:6:12.9.26 <br />O r'*....,.737-77.,Emensef,. C <br />Description :Main Pad #3 <br />f-' Sliding stability", 3. r. 1 1 All units k <br />Force Application Axis <br />Load Combination...Sliding Force Resisting Force Sliding SafetyRatio Status <br />X.X, D - 0.30 k - 5.469 k 18.230 OK <br />X-X. D+Lr 0.60 k 7.569 k 12.615 OK <br />X-X. 0.6D+0.7E 0.880 k 3.731 k 4.240 OK <br />Z-Z. D 0.0 k 5.469 k No Slidina OK <br />Z-Z, D+Lr <br />0.0 k 3.731 k No Slidina OK <br />0.0 k 7.569 k No Slidina OK <br />Z-Z, 0.60+0.7E <br />J "E®ling Flexure . !....· , La-t Dll . 41 - <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 ine k-ft <br />X-X, +1.40D 1.925 <br />X-X, +1.40D 1.925 <br />X-X, +1.20D+0.50Lr+1.60L+1.60H 2.087 <br />X-X, +1.200+0.50Lr+1.60L+1.60H 2.087 <br />X-X, +1.200+1.60L+O.50S+1.60H 1.650 <br />X-X, +1.20D+1.60L+O.50S+1.60H 1.650 <br />X-X. +1.20D+1.60Lr-,0.50L 3.050 <br />X-X,+1.20D+1.60Lr·+O.50L ' 3.050 <br />X-X. +1.20D+1.60Lr·+0.80W 3.050 <br />X-X. +1.20[)+1.60Lr+0.80W 3.050 <br />X-X,+1.20[)+0.50L+1.60S.1.650 <br />X-X, +1.200+0.50L+1.603 1.650 <br />X.X, +1.20D+1.60S+0.80W 1.650 <br />X-X. +1.20D+1.60S+0.80W 1.650 <br />X-X. +1.20D+0.50Lr+0.50L+1.60W 2.087 <br />X-X, +1.200+0.50Lr·+0.50L+1.60W 2.087 <br />X-X. +1.20D+O.50L+O.50S+1.60W 1.650 <br />X-X +1.200+0.50L+0.503+1.60W 1.650 <br />X-X +1.200+0.50L+0.203+E 1.650 <br />X-X +1.20D+0.50L+0.20S+E 1.650 <br />X-X. +0.90D+1.60W+1.60H 1.237 <br />X.X. +0.90D+1.60W+1.60H 1.237 <br />X-X.+0.90D+E+1.60H 1.237 <br />X-X +0.900+E+1.60H 1.237 <br />Z-Z. +1.40D 1.846 <br />Z-Z,+1.400 2.004 <br />Z-Z, +1.20D+0.50Lr+1.60L+1.60H 1.992 <br />Z-Z, +1.200+0.50Lr+1.60L+1.60H 2.183 <br />Z-Z. +1.20D+1.60L+0.50S+1.60H 1.582 <br />Z.Z.+1.20D+1.60L+O.50S+1·.60H 1.717 <br />Z-Z. +1.20D+1.60Lr+0.50L 2.892 <br />Z-Z, +1.200+1.60Lr+0.50L 3.207 <br />Z-Z, +1.20D+1.60Lr+0.80W 2.892 <br />Z-Z. +1.20D+1.60Lr+0.80W 3.207 <br />Z-Z.+1.200+0.50L+1.60S 1.582 <br />Z-Z. +1.20D+0.50L+1.60S 1.717 <br />Z-Z, +1.200+1.60S+0.80W 1.582 <br />Z-Z. +1.20[)+1.60S+0.80W 1.717 <br />Z-Z, 41.20D+0.50Lr·,0.50L+1.60W 1.992 <br />Z-Z. +1:200+0.50Lr+0.50L+1.60W 2.183 <br />Z-Z. +1.200+0.50L+0.50S+1.60W 1.582 <br />Z-Z. +1.200+0.50L+0.50S+1.60W 1.717 <br />Z-Z. +1.200+0.50L+0.20S+E 1.395 <br />Z-Z, +1.20D+0,50L+0.20S+E 1.905 <br />Z-Z, +0.90D+1.60W+1.60H 1.187 <br />Z-Z. +0.900+1.60W+1.60H 1.288 <br />Z.Z, +0.90D+E+1.60H 0.9994 <br />Z-Z,-+UQQ*:1·60H .------0_.1.476., <br />One Way Shear : - <br />+Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />-Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />+Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />-Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />+Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />-Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />+Z Bottom 0.3888 ' Min Temo %0.4650 30.434 <br />-Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />+Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />-Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />+Z · Bottom 0.3888 Min Temo %0.4650 30.434 <br />-Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />+Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />-Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />+Z Bottom 0.3888 Min Temo %0.4650.30.434 <br />-Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />+Z Bottom 0.3888 Min Temp %0.4650 30.434 <br />-Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />+Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />€ Bottom 0.3888 Min TernD %0.4650 30.434 <br />+Z Bottom 0.3888 Min Temo %0.4650 -30.434 <br />-Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />+Z .Bottom 0.3888 Min Tenig %0.4650 30.434 <br />-Z Bottom 0.3888 Min Temo %0.4650 30.434 <br />-X Bo.ttom 0.3888 Min Temo %0.4650 30.434 <br />+X Bottom 0.3888 Min Temo %0.4650 30.434 <br />-X - Bottom 0.3888 Min Temo %0.4650 30.434 <br />+X Bottom 0.3888 Min Temp %0.4650 30.434 <br />-X Bottom 0.3888 Min Temo'%0.4650 30.434 <br />+X Bottom 0.3888 Min Temo %0.4650 ·30.434 <br />-X Bottom 0.3888 Min.Temo %0.4650 30.434 <br />+X Bottom 0.3888 Min Temo %0.4650 30.434 <br />-X Bottom 0.3888 Min Temo %.0.4650 30.434 <br />+X Bottom 0.3888 Min Temo %0.4650 30.434 <br />-X Bottom 0.3888 Min Temp %0.4650 30.434 <br />+X Bottom 0.3888 Min Temo %0.4650 ,30.434 <br />-X Bottom 0.3888 Min Temo %0.4650 30.434 <br />+X Bottom 0.3888 Min Temo %0.4650 30.434 <br />-X Bottom 0.3888 Min Temo %0.4650 30.434 <br />+X Bottom 0.3888 Min Temo %0.4650 30.434 <br />-X Bottom 0.3888 * Min Temp %0.4650 30.434 <br />+X Bottom 0.3888 Min Temo %0.4650 30.434 <br />-X Bottom 0.3888. Min Temo %0.4650 30.434 · <br />+X Bottom 0.3888 Min Temo %0.4650 30.434 <br />-X Bottom 0.3888 Min Temo %0.4650 30.434 <br />+X Bottom 0.3888 Min Temo %0.4650 30.434 <br />-X Bottom 0.3888 Min Temo %0.4650 30.434 <br />+X Bottom 0.3888 Min Temo %0.4650 30.434 <br />· <br />Load Combination...VU @ -X VU @ +X VU @ -Z VU @ +Z Vu:Max Phi Vn Vu / Phi*Vn Status <br />+1.40D 3.979 DSi 3.979 osi 3.979 osi 3.979 osi 3.979 osi 93.113 osi 0.04274' OK <br />+1.20D+0.50Lr+1.60L+1.60H 4.315 osi 4.315 osi 4.315 bsi 4.315 osi 4.315 Dsi 93.113 osi 0.04634 OK <br />1