Q2: Design a one-way slab for theframing plan shown below. Usef3ksi and grade 60 16reinforcement. The slab isinterior must be designed to carrya uniform dead load (excluding 18self-weight) of 25psf and auniform live load of 100psf. Theslab is monolithic with allsupport beams. Assume that the 18support beams have an 16" widthand the dimensions shown beloware to the centerlines of the 16beams. First assumed minimumslab thickness is Sin14.Ultimate applied load equal toA.625B. 41004-2515.The ultimate moment at A-A. 22.2B.-22.216.The ultimate moment at B-A. 81.2B.78.217.The ultimate moment at D=A. 10B. 35.6B. 93.918. The ultimate moment at E-A. 100.219.Required reinforcement at A-A. 89.0B.8.916=60120 Required reinforcement at DA. 1.095B. 0.195DL-25 psf slab self night:-100ps176"C. 251.k.inC.33.3C.64.5k.inLC.45.5k.insq.inC. 0.185lb ftOne Way SlabDesign SpC. 14D. 310C-100.2 D. -93.9C.0.89D. -33.3D. 57.2inD. 64.6D. 0.08921.Maxinn spacing=A. 18B. 1622 Minimum reinforcement amountsA. 0.177B. 0.176C.0.17523. Considering #4 bar, the distribution of reinforcement at B will beA. #4@6B. #4@8C.44@1010D. 0.175D. 12D. 0.173D. #4@12Symacke

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Q2: Design a one-way slab for the framing plan shown below. Use fe 3ksi and grade 60 16 reinforcement. The slab is interior must be designed to carry a uniform dead load (excluding 18 self-weight) of 25psf and a uniform live load of 100psf. The slab is monolithic with all support beams. Assume that the 18 support beams have an 16" width and the dimensions shown below are to the centerlines of the 16 beams. First assumed minimum slab thickness is Sin 14.Ultimate applied load equal to A.625 B. 410 15.The ultimate moment at A- B.-22.2 04-25 A. 22.2 16.The ultimate moment at B- B. 782 A. 81.2 17 Th 16=60 M DL=25 psf sab self aeght -100p 176" C.251 .k.in C. 33.3 ..k.in lb ft One Way Slab Design Sp D. 310 D. -33.3 Symacke

Q2: Design a one-way slab for the framing plan shown below. Use fe 3ksi and grade 60 16 reinforcement. The slab is interior must be designed to carry a uniform dead load (excluding 18 self-weight) of 25psf and a uniform live load of 100psf. The slab is monolithic with all support beams. Assume that the 18 support beams have an 16" width and the dimensions shown below are to the centerlines of the 16 beams. First assumed minimum slab thickness is Sin 14.Ultimate applied load equal to A.625 B. 410 15.The ultimate moment at A- B.-22.2 04-25 A. 22.2 16.The ultimate moment at B- B. 782 A. 81.2 17 Th 16=60 M DL=25 psf sab self aeght -100p 176" C.251 .k.in C. 33.3 ..k.in lb ft One Way Slab Design Sp D. 310 D. -33.3 Symacke

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.3.1P

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Need complete and elaborate solution Using ASD, check the adequacy of the base plate (PL400x350x19 mm) centered on a W12X152 column as shown. It is resting on a concrete pedestal that is 450 mm x 400 mm. The loads are PDL = 600kN and PLL = 320 kN. Use A-36 steel and concrete fc’=20 MPa.
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