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

Steel Design (Activate Learning with these NEW titles from Engineering!)

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ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

• 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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