MPLEASE SHOW THE SOLUTION. THANK YOU Situation. A floor plan of a proposed five storey concrete building is shown. It carries the following loads.D=4.8 kPa (wt of slab included)L=2.9 kPaclear concrete cover=20 mmslab reinforcement=10 mm øslab thickness.h=100 mmfc'=21 MPa, fy-275 MPaUse NSCP 2015,AS= 280 mkt= 100 mmВh= 400 mmS- 2.80 mb= 300 mmC-L= 6.0 m-Find the positive moment, +M, at the span bounded by BEFC.A5.91B4.645.82D7.41Find the negative moment, -M, at the interior support BE.A7.22B6.505.91D5.42 What is the spacing of the 10 mm ø bars required for the negative moment at the interior support BE.A200260300450What is the maximum spacing of the 10 mm o bars as prescribed by the code?A240260C 300D 450B.

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Situation. A floor plan of a proposed five storey concrete building is shown. It carries the following loads. D=4.8 kPa (wt of slab included) L=2.9 kPa clear concrete cover-20 mm slab reinforcement=10 mm o slab thickness,h=100 mm fc'=21 MPa, fy=275 MPa Use NSCP 2015, Al S 280 m kt= 100 mm B h= 400 mm S- 280 m 300 mmT L3D6.0 m Find the positive moment, +M, at the span bounded by BEFC. A 5.91 4.64 5.82 D 7.41 Find the negative moment, -M, at the interior support BE. A 7.22 B 6.50 5.91 5.42

Situation. A floor plan of a proposed five storey concrete building is shown. It carries the following loads. D=4.8 kPa (wt of slab included) L=2.9 kPa clear concrete cover-20 mm slab reinforcement=10 mm o slab thickness,h=100 mm fc'=21 MPa, fy=275 MPa Use NSCP 2015, Al S 280 m kt= 100 mm B h= 400 mm S- 280 m 300 mmT L3D6.0 m Find the positive moment, +M, at the span bounded by BEFC. A 5.91 4.64 5.82 D 7.41 Find the negative moment, -M, at the interior support BE. A 7.22 B 6.50 5.91 5.42

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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