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_ Beam Desi�n <br /> � RAM Concrete Beam v14,07.01.01 Page 10/12 <br /> RAM Database: 2015-12-21 Hannaford DD 02/02/16 09:45:05 <br /> Building Code: IBC Concrete Code: ACI 318-11 <br /> BEAM INFORMATION: GARAGE GRADE BEAM CONTROLLING CASE <br /> Stoiy Levcl___ ____ __ Gi•ound Floor <br /> Beain Number 13 Grid Location_ (12.29ft-88.04ft)-(12.29ft-95.77ft) <br /> Beam Line Number. _. 5 Span Number__ 4 <br /> Geometry <br /> Size: 1'-6" GB <br /> Depth (in) 18.00 Web Width (in) 12.00 <br /> Flange Width (in) NA Flange Thickness (in) NA <br /> Length o-c (ft) 7.73 Clear Length (ft)_---____- 6.73 <br /> Left Support Length (in)-. 12.00 Right Support Length(in) _ 12.00 <br /> Left Support Width(in)_ 12.00 Right Support Width(in} 12.00 <br /> MATERIAL PROPERTIES: <br /> fc(ksi) 4.00 fy Longitudinal (ksi)_-__- 60.00 <br /> fct(ksi) 0.00 fy Transverse(ksi) 60.00 <br /> Conc. Weight(pc� 145.00 Conc. Type NWC <br /> Conc. Modulus (ksi) 3644.15 Rein£ Modulus (ksi) 29000.00 <br /> TOP LONGITUDINAL REINFORCEMENT: <br /> Start End End-Condition <br /> Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End <br /> (in) (ft) (ft) <br /> 4 #6 2 15.500 Upper 4 -4.312 4 3.688 Splice Splice <br /> 5 #6 2 15.500 Upper 5 -4.042 5 -0.042 Splice Hooked <br /> Max. Bar Depth Limit(in):- 16.125 Clear Bar Cover(in): Top: 1.500 Side: 1.500 <br /> BOTTOM LONGITUDINAL REINFORCEMENT: <br /> Start End End-Condition <br /> Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End <br /> (in) (ft) (ft) <br /> 4 #6 2 15.500 Lowec 4 -0.312 4 7.688 Splice Hooked <br /> Max. Bar Dcpth Lirnit(in):___. 16.125 Clear Bar Cover(in):___ _ Bot.: 1.500 Sidc: 1.500 <br /> LONGITUD�NAt, BAR DESIGN DETAILS: <br /> Positive Mome�it Negative Moment <br /> Loc. Mu �Mu As req. As Mu aMn As req. As <br /> (ft) (kip-ft) (kip-ft) (inZ) (inz) (kip-ft) (kip-ft) (in�) (inz) <br /> 22.313 0.00 58.82 0.00 0.86 -10.16 -58.82 0.20 0.88 <br /> 22.812 0.00 58.82 0.00 0.73 -10.16 -58.82 0.20 0.88 <br /> 23.560 0.00 58.82 0.00 0.88 -3.70 -58.82 0.07 0.88 <br /> 24.243 2.42 58.82 0.05 0.88 -0.26 -58.82 0.01 0.88 <br /> 24.247 2.45 58.82 0.05 0.88 -0.24 -58.82 0.00 0.88 <br />