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Axial Engineering Group, Inc. <br />7251 Owensmouth Avenue <br />Suite 4 <br />p: 818.902.0200 <br />f: 818.902.0232 <br />email: info@aeg-inc.net <br />Title : CATALINA ' Job # 212-013 <br />Engineer: LQ <br />Project Desc.: PROPOSED NEW OFFICE BUILDING <br />Printed: 25 OCT 2012. 1:45PM <br />1 ......Pli --k ...,, ¢*..'kit..67.'Fild: X:\2012-BROJECTS\212-013,CataliA®alcd\Cataliha:@67.,M,ultipleTsi.mple'Beaml6.3.MC.>'. t -,:*{ ff t,7 ·.·. 9-2, Th:3·'*4 eA,„ ENERCAL¢,ING?19-83-20.12, BOild:6.9.229:26,iv@Ed.·i·£§3W <br />Beam self weight calculated and added to loads <br />Unif Load: D = 0.020, Lr = 0.020 Idft, Trib= 2.0 ft <br />Point D = 0.70, Lr = 0.560 k @ 9.0 ft <br />Point: D = 0.320 k @ 9.0 ft <br />Point: D = 0.70, Lr = 0.560 k @ 35.750 ft <br />Point: D = 0.320 k @ 35.750 ft <br />Design Summary <br />Max fb/Fb Ratio =0.731 :·1 <br />fb : Actual :1,212.42 psi at 14.040 ft in Span # 1 ©047.0001 0(0.040) LAO.040) <br />Fb : Allowable :1,659.28 psi e + + <br />Load Comb:+D+Lr+H .I , i .1 1.2: <br />Max fv/FvRatio =0.164:1 X 36.0 ft, 3.5*20 <br />fv : Actual :59.33 psi at 0.000 ft in Span # 1 <br />Fv :· Allowable :362.50 psi <br />Load Comb:+D+Lr+H <br />Max Reactions (10 Q L U S MY E H Max Deflections <br />Left Support 1.77 1.14 Downward L+Lr+S 0.470 in Downward Total 1.186 in <br />Right Support 2.27 1.42 Upward L+Lr+S 0.000 in Upward Total 0.000 in <br />Live Load Defl Ratio 919 >360 Total Defl Ratio 364 >180.