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Axial Engineering Group, Inc. <br />5 7251 Owensmouth Avenue <br />P Suite 4 <br />4 p: 818.902.0200 <br /> f: 818.902.0232 <br />I email: info@aeq-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 />1Atood Be#in =. File X \2012-PROJECTS212-013 Catalina\Calcs\Catatina ecg-6 <br />-ENERCALC,INC 1 983-2012, Build 6.12 9 26, Ver:6129 26 <br />Description : BM#2- Center Beam <br />Load Combination Max Stress.Ratios .Moment Values Shear Values <br />Segment Length Span # M V Cd C FAi Ci Cr , Cmct CL M fb F'b V fv F'v <br />+D+L+H, LL Comb Run (L*)0.95 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00 <br />Length =·48.0 ft 1 0.668 0.416 1.00 0.79 1.00 1.00 1.00 1.00 0.86 209.39 1,266.14 1896.45 20.85 110.33 265.00 <br />Length = 8.0 ft 2 0.360 0.416 1.00 0.95 1.00 1.00 1.00 1.00 0.99 + 135.08 816.81 2268.59 18.22 110.33 265.00 <br />+D+1-41, LL Comb Run (LL)0.95 1.00 1.00 1.00 1.00 0.99 .0.00 0.00 0.00 0.00 <br />Length = 48.0 ft 1 0.668 0.416 1.00 0.79 1.00 1.00 1.00 ·1.00 0.86 209.39 1,266.14 1896.45 20.85 110.33 265.00 <br />Length = 8.0 ft 2 0.360 0.416 1.00 0.95 1.00 1.00 1.00 1.00 0.99 135.08 816.81 2268.59 18.22 110.33 265.00 <br />+D+Lr+H, LL Comb Run (*L)0.95 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00 <br />Length = 48.0 ft 1 0.547 0.449 1.25 079 .1.00 1.00 100 1.00 0.77 207.60 1,255.32 2295.20 28.11 148.75 331.25 <br />Length = 8.0 ft 2 0.443 0.449 1.25 0.95 1.00 1.00 1.00 1.00 0.99 207.60 1,255.32 2835.74 28.11 148.75 331.25 <br />+D+Lr+H, LL Comb Run (L*)0.95 1.00 1.00 1.00 1.00 0.99 . 0.00 0.00 0.00 0.00 <br />Length = 48.0 8 1 0.935 * 0.491 1.25 0.79 1.00 1.00 1.00 1.00 0.77 354.72 2,144.94 2295.20 30.75 162.70 331.25 <br />Length = 8.0 R 2 0.288 0.491 1.25 0.95 1.00 1.00 1.00 1.00 0.99 135.08 816.81 2835.74 18.22 162.70 331.25 <br />+D+Lr+H, LL Comb Run (LL)0.95 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00 <br />Length = 48.0 R 1 0.851 0.515 1.25 0.79 1.00 1.00 1.00 1.00 0.77 322.90 1,952.51 2295.20 32.26 170.70 331.25 <br />Length = 8.0 ft 2 0.443 0.515 1.25 0.95 1.00 1.00 1.00 1.00 0.99 207.60 1,255.32 2835.74 28.11 170.70 331.25 <br />+D+S+H 0.95 1.00 1.00 1.00 1.00 0.99 . 0.00 0.00 0.00 0.00 <br />Length = 48.0 ft 1 0.581 0.362 1.15 0.79 1.00 1.00 1.00 1.00 0.80 209.39 1,266.14 - 2180.92 20.85 110.33 304.75 <br />Length = 8.0 ft 2 0.313 0.362 1.15 0.95 1.00 1.00 1.00 1.00 0.99 135.08 816.81 2608.88 18.22 110.33 304.75 <br />-Overall Maximum-Deflectibns- Unfactored Loads·· - <br />Load Combination Span Max. '-' Dell Location in Spah Load Combinatjon .Max. "+" Defl Location in Span <br />D+Ir, LL Connb Run (L') 1 1.9131 23.330 0.0000 0.000 <br />2 0.0000 23.330 D-+Lr, LL Comb Run.(1*)-0.7989 8.000 <br />Ve-rtidal Reactionslutifidtored. f-:.F·.. 2 Support notation : Far left is #1 Values in KIPS <br />Load Combination Support 1 Support 2 Support 3 <br />Overall MAXimum 29.010 77.242 <br />D Only 18.181 49.990 <br />Lr Only, LL Comb Run (*L)-1.511 13.081 <br />Lr Only, LL Comb Run (1-7 10.829 14.171 <br />Lr Only, LL Comb Run (LL)9.318 27.252 <br />D+Ir, LL Comb Run (*L)16.670 63.071 <br />D+Lr, LL Comb Run (L*)29.010 64.161 <br />D-+Cr, LL Comb Run (LL)27.499 77.242 <br />..=,9