Design of RCC Beams 16-03-05
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Project Name: Structural Design of Subways Material Properties 3 ksi. 60 ksi. Applied Forces and Member Capacities Beam ID Applied Forces on Beam mgirder 1038 100 120 42 36 12 N/A 10 3.073 2 N/A 13.6 3.92 1374 306.4 40.22 0.39 6 TGirder 1038 100 120 42 36 12 72 9 N/A 2 N/A 2.94 3.92 1398 306.4 40.22 0.39 6 GirderTBeam 1616 12 120 42 36 12 72 12 N/A 1.5 N/A 3.92 2.94 1838 233.1 40.22 0.39 6 Revised 1379 100 107 42 36 12 72 11 N/A 2 N/A 3.59 3.92 1693 306.4 40.22 0.39 7 Final Beam 1379 100 107 42 36 12 N/A 12 5.073 2 N/A 13.6 3.92 1675 306.4 40.22 0.39 7 Western UP 838 998 95 42 36 12 72 7 N/A 9.5 2.573 2.29 13.6 1098 1298 40.22 0.39 8 28-days crushing strength of concrete, Fc Yield Strength of Steel, Fy Total Depth h (in.) Effec t. Depth d (in.) Web width bw (in.) E.Flange Width beff. (in.) As (+ve) (in 2 . ) As (+ve) Comp. (in 2 .) As (-ve) (in 2 . ) As (-ve) Comp. (in 2 .) a(+ve) (in. ) a(-ve) (in. ) Md(+ve) (K- ft.) Md(-ve) (K- ft.) 0.85V c (K) Av (in 2 .) S (in. ) Mu(+ve) (K- ft.) Mu(-ve) (K- ft.) Vu (K) bw TotalD epth,h E ffe ctive D epth,d S lab T hickness Effective Flange W idth, beff
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RCC Beams Design to ACI 318
Transcript of Design of RCC Beams 16-03-05
RCC Beam DesignProject Name: Structural Design of
SubwaysMaterial Properties28-days crushing strength of concrete,
Fc3ksi.Yield Strength of Steel, Fy60ksi.Applied Forces and Member
CapacitiesBeam IDApplied Forces on BeamTotalDepthh
(in.)Effect.Depthd (in.)Webwidthbw (in.)E.FlangeWidthbeff. (in.)As
(+ve)(in2.)As (+ve)Comp.(in2.)As (-ve)(in2.)As
(-ve)Comp.(in2.)a(+ve)(in.)a(-ve)(in.)Md(+ve)(K-ft.)Md(-ve)(K-ft.)0.85Vc(K)Av(in2.)S(in.)Vs(K)0.85Vn(K)Mu(+ve)(K-ft.)Mu(-ve)(K-ft.)Vu(K)mgirder1038100120423612N/A103.07284688952N/A13.58265315793.92156862751373.7299471768306.352941176540.22474462320.396119.34159.564743042TGirder1038100120423612729N/A2N/A2.94117647063.92156862751398.4411764706306.352941176540.22474462320.396119.34159.564743042GirderTBeam1616121204236127212N/A1.5N/A3.92156862752.94117647061838.1176470588233.073529411840.22474462320.396119.34159.564743042Revised13791001074236127211N/A2N/A3.59477124183.92156862751693.0294117647306.352941176540.22474462320.397102.2914285714142.5161743164Final
Beam1379100107423612N/A125.07284688952N/A13.58265315793.92156862751675.2299776944306.352941176540.22474462320.397102.2914285714142.5161743164Western
UP83899895423612727N/A9.52.57284688952.287581699313.58265315791097.97058823531298.354947176840.22474462320.39889.505129.7297515869
bw
Total Depth, h
Effective Depth, d
Slab Thickness
Effective Flange Width, beff
bw
Total Depth, h
Effective Depth, d
Slab Thickness
Effective Flange Width, beff
MBD001649AB.unknown
