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
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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civil Engineering reinforced concrete
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,
%3D
uniformly distributed dead load = 5 kN/m,
uniformly distributed live load = 7 kN/m, Ec =
21,000 MPa.
c) Determine the computed value of instantaneous
deflection (DL+LL)
Transcribed Image Text: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, %3D uniformly distributed dead load = 5 kN/m, uniformly distributed live load = 7 kN/m, Ec = 21,000 MPa. c) Determine the computed value of instantaneous deflection (DL+LL)
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