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A simple beam is loaded with a dead load, live load and axial load as shown in the Figure below. Check adequacy of the beam for bending and shear according to ACI code if the nominal bending moment and shear force are 400 kN.m and 280 kN respectively. Beam self-weight is not included in the dead load. W,= 20 kN/m P,= 40 kN W= 12.5 kN/m P = 25 kN 6 m 0.3 0.5

A simple beam is loaded with a dead load, live load and axial load as shown in the Figure below. Check adequacy of the beam for bending and shear according to ACI code if the nominal bending moment and shear force are 400 kN.m and 280 kN respectively. Beam self-weight is not included in the dead load. W,= 20 kN/m P,= 40 kN W= 12.5 kN/m P = 25 kN 6 m 0.3 0.5

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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• H.W: • A simple beam is loaded with a dead load, live load and axial load as shown in the Figure below. Check adequacy of the beam for bending and shear according to ACI code if the nominal bending moment and shear force are 400 kN.m and 280 kN respectively. Beam self-weight is not included in the dead load. W,= 20 kN/m P,= 40 kN W= 12.5 kN/m _P, = 25 kN 6 m 0.3 0.5
Transcribed Image Text:• H.W: • A simple beam is loaded with a dead load, live load and axial load as shown in the Figure below. Check adequacy of the beam for bending and shear according to ACI code if the nominal bending moment and shear force are 400 kN.m and 280 kN respectively. Beam self-weight is not included in the dead load. W,= 20 kN/m P,= 40 kN W= 12.5 kN/m _P, = 25 kN 6 m 0.3 0.5
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