The cast iron beam in the figure has an overhang of length b = 2 m at each end. The bending working stresses are 20 MPa in tension and 80 MPa in compression and the allowable shearing stress is 2 MPa. Assume that wo includes the weight of the beam. a. What is the largest allowable intensity wo of a distributed load that can be applied to the beam if P = 5 kN? b. What is the largest P that can be applied to the beam if the intensity wo of a distributed load 5 kN/m?

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The cast iron beam in the figure has an overhang of
length b = 2 m at each end. The bending working
stresses are 20 MPa in tension and 80 MPa in
compression and the allowable shearing stress is 2
MPa. Assume that wo includes the weight of the
beam.
a. What is the largest allowable intensity wo of a
distributed load that can be applied to the beam if P =
5 kN?
b. What is the largest P that can be applied to the
beam if the intensity wo of a distributed load 5 kN/m?
P.
Wo
180 mm
A
E
120 mm
DO
200 mm
160 mm
4 2m -b-
10 m
Transcribed Image Text:The cast iron beam in the figure has an overhang of length b = 2 m at each end. The bending working stresses are 20 MPa in tension and 80 MPa in compression and the allowable shearing stress is 2 MPa. Assume that wo includes the weight of the beam. a. What is the largest allowable intensity wo of a distributed load that can be applied to the beam if P = 5 kN? b. What is the largest P that can be applied to the beam if the intensity wo of a distributed load 5 kN/m? P. Wo 180 mm A E 120 mm DO 200 mm 160 mm 4 2m -b- 10 m
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