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 = 21,000 MPa. b) Determine the computed value of le (DL+LL). %3D %3D
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 = 21,000 MPa. b) Determine the computed value of le (DL+LL). %3D %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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reinforced concrete subject
![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 =
%3D
21,000 MPa.
b) Determine the computed value of le (DL+LL).](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd86b9418-97af-42c4-86c1-902c1974f691%2F138425c9-e602-426d-ad2c-9a15f62d01eb%2Fbvet2w9_processed.jpeg&w=3840&q=75)
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 =
%3D
21,000 MPa.
b) Determine the computed value of le (DL+LL).
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