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A building shown in Fig (2) Its carries a live load of w₁ =3.5 KN/m², W₁=0.75 KN/m² (not including slab selfweight) Slabthickness = 200mm All Columns 300 400 All beams=300*650 f=27 MPa, f, -414MPa Find design uniformly distributed load (wu) on the beam A- A of as shown in Fig2 1 1 I 0.4 11 11 11 $1 0.4 7m 11 11 11 11 I 7m -- E N 1 1 1 I03 0.4 5.5m 0.3 5.5m 0.3 5.5m 10.3 Fig (2)

A building shown in Fig (2) Its carries a live load of w₁ =3.5 KN/m², W₁=0.75 KN/m² (not including slab selfweight) Slabthickness = 200mm All Columns 300 400 All beams=300*650 f=27 MPa, f, -414MPa Find design uniformly distributed load (wu) on the beam A- A of as shown in Fig2 1 1 I 0.4 11 11 11 $1 0.4 7m 11 11 11 11 I 7m -- E N 1 1 1 I03 0.4 5.5m 0.3 5.5m 0.3 5.5m 10.3 Fig (2)

Structural Analysis
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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A building shown in Fig (2) Its carries a live load of w₁ =3.5 KN/m², W₁=0.75 KN/m² (not including slab selfweight) Slabthickness = 200mm All Columns 300 * 400 All beams=300*650 27 MPa, f, -414MPa Find design uniformly distributed load (wu) on the beam A- A of as shown in Fig2 1 1 N 11 11 11 11 $1 I --- 0.4 0.4 94 7m 7m T03 0.4 5.5m 0.3 5.5m 0.3 5.5m 0.3 Fig (2)
Transcribed Image Text:A building shown in Fig (2) Its carries a live load of w₁ =3.5 KN/m², W₁=0.75 KN/m² (not including slab selfweight) Slabthickness = 200mm All Columns 300 * 400 All beams=300*650 27 MPa, f, -414MPa Find design uniformly distributed load (wu) on the beam A- A of as shown in Fig2 1 1 N 11 11 11 11 $1 I --- 0.4 0.4 94 7m 7m T03 0.4 5.5m 0.3 5.5m 0.3 5.5m 0.3 Fig (2)
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