a) Determine the shape factor for a beam which has the cross-section given in Figure Q2(a). Assume that the material may be idealised as elastic-perfectly plastic and take the yield moment My = 6 kNm and the yield stress of the material oy = 320 MPa. -4.5 cm - I J'L 7 cm 1 cm Figure Q2 (a) 9 cm

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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a) Determine the shape factor for a beam which has the cross-section given in Figure Q2(a). Assume
that the material may be idealised as elastic-perfectly plastic and take the yield moment My = 6 kNm
and the yield stress of the material oy = 320 MPa.
4.5 cm
9 cm
7 сm
1 cm
Figure Q2 (a)
b) A uniform I-section cantilever beam, built-in at one end and roller supported at the other, with a
shape factor of 1.4, yield stress of 240 MPa and carrying a uniformly distributed load of 16 kN.m
is shown in Figure Q2(b).Using a factor of safety against plastic collapse of 3, determine the required
minimum elastic section modulus.
3 m
16 kN.m
Figure Q2 (b)
Transcribed Image Text:a) Determine the shape factor for a beam which has the cross-section given in Figure Q2(a). Assume that the material may be idealised as elastic-perfectly plastic and take the yield moment My = 6 kNm and the yield stress of the material oy = 320 MPa. 4.5 cm 9 cm 7 сm 1 cm Figure Q2 (a) b) A uniform I-section cantilever beam, built-in at one end and roller supported at the other, with a shape factor of 1.4, yield stress of 240 MPa and carrying a uniformly distributed load of 16 kN.m is shown in Figure Q2(b).Using a factor of safety against plastic collapse of 3, determine the required minimum elastic section modulus. 3 m 16 kN.m Figure Q2 (b)
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