civil Engineering reinforced concrete A simply supported beam, having the followingproperties: 6.0 m length, Mcr = 30 kN-m, Ig =7000x10^6 mm^4, Icr = 3000x10^6 mm^4,%3Duniformly distributed dead load = 5 kN/m,uniformly distributed live load = 7 kN/m, Ec =21,000 MPa.c) Determine the computed value of instantaneousdeflection (DL+LL)

w = DL+LL = 12KN/m L = 6m I = 7000 x 106 mm4

A simply supported beam, having the following properties: 6.0 m length, Mcr = 30 kN-m, Ig = 7000x10^6 mm^4, Icr = 3000x10^6 mm^4, uniformly distributed dead load = 5 kN/m, uniformly distributed live load = 7 kN/m, Ec = %3D 21,000 MPa. c) Determine the computed value of instantaneous deflection (DL+LL)

A simply supported beam, having the following properties: 6.0 m length, Mcr = 30 kN-m, Ig = 7000x10^6 mm^4, Icr = 3000x10^6 mm^4, uniformly distributed dead load = 5 kN/m, uniformly distributed live load = 7 kN/m, Ec = %3D 21,000 MPa. c) Determine the computed value of instantaneous deflection (DL+LL)

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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