Asiacell lI.HW 2, M...Design the Beam AB Below by using Working Stress Method ;A13.3 kN/mBfor-4.8 mDead Load, D.L = 10.7kN/mLive Load, L.L = 13.3 kN/mThe allowable compressive stress of the concrete, fc = 11 N/mm²Allowable tensile stress in steel, fs = 150 N/mm?Modulus of elasticity of steel, Es = 260000 MpaModulus of elasticity of Concrete, Ec = 23000 MpaBeam Width, b = 350 mm

The dead load is DL=10.7 kN/m. The live load is LL=13.3 kN/m. The allowable compressive stress of…

Design the Beam AB Below by using Working Stress Method; A 13.3 kN/m B 4.8 m Dead Load, D.L = 10.7kN/m Live Load, L.L = 13.3 kN/m The allowable compressive stress of the concrete, fe 11 N/mm Allowable tensile stress in steel, fs 150 N/mm Modulus of elasticity of steel, Es = 260000 Mpa Modulus of elasticity of Concrete, Ec = 23000 Mpa Beam Width, b= 350 mm

Design the Beam AB Below by using Working Stress Method; A 13.3 kN/m B 4.8 m Dead Load, D.L = 10.7kN/m Live Load, L.L = 13.3 kN/m The allowable compressive stress of the concrete, fe 11 N/mm Allowable tensile stress in steel, fs 150 N/mm Modulus of elasticity of steel, Es = 260000 Mpa Modulus of elasticity of Concrete, Ec = 23000 Mpa Beam Width, b= 350 mm

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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