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- Beam Design <br /> � RAM Concrete Beam v 14.07.01.01 Page 7/30 <br /> RAM Database: 2015-12-21 Hannaford DD 02/02/16 09:38:44 <br /> Building Code: IBC Concrete Code: ACI 318-1 l <br /> BEAM INFORMATION: EXTERIOR GRADE BEAM CONTROLLING CASE <br /> Stoiy Level Graund Floor <br /> Beam Number 71 Grid Location_ (52.12ft-24.33ft)-(52.12ft-32.62ft) <br /> Beam Line Number- 16 Span Number_ 3 <br /> Geometry <br /> Size:. _________ 5'-0" GB <br /> Depth (in) 60.00 Web Width (in) 12.00 <br /> Flange Width (in) NA Flange Thicicness(in) NA <br /> Length c-c (ft) 8.29 Clear Lenglh (ft) _ _ ._. _ __.._.__ _ 7.29 <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 /> Coilc. Modtilus (ksi) 3644.15 Reinf. Modulus(ksi) 29000.00 <br /> General Warning(s): <br /> Sectiov must be designed as a Deep Beam per ACI 318-11 for shear. Section must be designed as a Deep <br /> Beam per ACI 318-11 for flexural design. <br /> TOP LONGITUDINAL REINFORCEMENT: <br /> Start End End-Condition <br /> Set Sizc Num Depth Layer Supp. Loc. Supp. Loc. Start End <br /> (in) (ft) (ft) <br /> 4 #6 3 15.500 Upper 4 -7.208 4 6.792 Splice Splice <br /> Max. Bar Deptl�Limit(in): 57.625 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 /> 3 #6 2 57.500 Lower 3 0.084 3 8.084 Splice Splice <br /> Max. Bar Depth Limit(in):- 57.625 Clear Bar Cover(in}: Bot.: 1.500 Side: 1.500 <br /> LONGITUDiNAL BAR DESIGN DETAILS: <br /> Positive Moment Negative Moment <br /> Loc. Mu eMn As req. As Mu eMn As req. As <br /> (ft) (Icip-ft) (lcip-ft) (inZ) (inz) (kip-ft) (kip-ft) (in2) (in2) <br /> 24.916 0.00 225.14 0.00 0.86 -20.72 -229.09 0.11 0.83 <br /> 25.416 0.00 225.14 0.00 0.59 -20.72 -252.85 0.11 0.65 <br />