Given: bxh = 400 mm x 600 mmAst=8 x 32 mm diameter barsClear concrete cover to 12 mm diameter ties = 40 mmConcrete fc' = 28 MPaSteel fy = 415 MPa400mmMu = -420 kN-m; Vu = 370 kN; Nu = 580 KN (Compression)For WL to the -X direction:600mm.Reduction Factor for shear = 0.75Due to reversal lateral force, the design axial load due to the combined effect of DL, LL and WL change are follows:For WL to the +X direction:Mu = +420 kN-m; Vu = -370 kN; Nu = -450 kN (Tension)1. Ans. 220Determine the concrete shear strength (kN) for the positive x direction of WL by simplified calculation.2. Ans. 0Determine the concrete shear strength (kN) for the negative x direction of WL by simplified calculation.3. Ans. 125Calculate the required spacing (mm) of shear reinforcement. Apply code provisions on spacing limits of reinforcement where applicable.

Given data: b*h=400 mm*600 mmAst=8*32 mm diafc=28 MPafy=415 Mpareduction factor for shear= 0.75for…

Given: bxh = 400 mm x 600 mm Ast = 8 x 32 mm diameter bars Clear concrete cover to 12 mm diameter ties = 40 mm Concrete fc' = 28 MPa Steel fy = 415 MPa Reduction Factor for shear = 0.75 Due to reversal lateral force, the design axial load due to the combined effect of DL, LL and WL change are For WL to the +X direction: Mu = -420 kN-m; Vu = 370 kN; Nu = 580 kN (Compression) For WL to the -X direction: Mu = +420 kN-m; Vu = -370 kN; Nu = -450 kN (Tension)

Given: bxh = 400 mm x 600 mm Ast = 8 x 32 mm diameter bars Clear concrete cover to 12 mm diameter ties = 40 mm Concrete fc' = 28 MPa Steel fy = 415 MPa Reduction Factor for shear = 0.75 Due to reversal lateral force, the design axial load due to the combined effect of DL, LL and WL change are For WL to the +X direction: Mu = -420 kN-m; Vu = 370 kN; Nu = 580 kN (Compression) For WL to the -X direction: Mu = +420 kN-m; Vu = -370 kN; Nu = -450 kN (Tension)

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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