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_ Beam Desi�n <br /> � RAM Concrete Beam v14.07.01.01 Page 10/30 <br /> RAM vatabase: 2015-12-21 Hannaford DD 02/02/16 09:45:05 <br /> Building Code: IBC Concrete Code: ACI 318-11 <br /> BEAM INFORMATION: INTERIOR GRADE BEAM CONTROLLING CASE <br /> Stoiy Lcvcl . Ground Floor <br /> Beam Number - 44 Grid Location_ (52.12ft-32.62ft)-(52.12ft-45.94ft) <br /> Beam Line Number__ 16 Span Number_ 4 <br /> Geometry <br /> Size: 2'-8" GB <br /> Depth(in) 32.00 Web Width (in) 12.00 <br /> Flange Width(in) NA Flange Thickness (in) NA <br /> Length o-c (ft)_ 13.31 Clear Length (ft)_- 12.31 <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 fl 145.00 Conc. Type NWC <br /> Conc. Moduhis (ksi) 3644.15 Reinf. Modulus (ksi) 29000.00 <br /> TOP LONGITUDINAL REINFORCEMENT: <br /> Stact End End-Conditiou <br /> Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End <br /> (in) (ft) (ft) <br /> 4 #6 2 29.500 Upper 4 -7.208 4 6.792 Splice Splice <br /> 5 #6 2 29.500 Upper 5 -6.522 5 4.478 Splice Splice <br /> Max. Bar Depth Limit(in): 29.625 Clear Bai•Covei-(iil): Top: 1.500 Side: 1.500 <br /> BOTTOM LONGITUDINAL REINFORCEMENT: <br /> Start End End-Condition <br /> Set Size Num Depth Layer Si�pp. Loc. Supp. Loc. Sta�•t End <br /> (in) {ft) (ft) <br /> 4 #6 2 29.500 Lower 4 -0.208 4 13.792 Splice Splice <br /> Max. Bar Dcpth Limit(in):_ 29.625 Clcar Bar Covcr(in): __ Bot.: l.500 Sidc: 1.500 <br /> LONGiTUDINAI,BAR DESIGN DETAILS: <br /> Positive Moinent Negative Moment <br /> Loc. Mu eMn As i•eq. As Mu oMn As ►•eq. As <br /> (ft) (Icip-ft) (lcip-ft) (inZ) (in2) (kip-ft) (kip-ft) (inz) {inZ) <br /> 33.208 0.00 169.69 0.00 0.86 -58.57 -169.69 0.15 0.88 <br /> 33.708 0.00 114.26 0.00 0.69 -58.57 -114.26 0.59 0.88 <br /> 34.655 0.00 114.26 0.00 0.88 -23.42 -114.26 0.24 0.88 <br /> 35.603 14.38 114.26 0.14 0.88 0.00 -114.26 0.00 0.88 <br /> 36.520 47.17 114.2G 0.48 0.88 0.00 -114.26 0.00 0.88 <br />