Select an IPE profile for the loading case shown in the figure. Se- lect this IPE profile from the point of view of strength and defor- mation. Maximum deformation allowable L/600. Use Macaulay to calculate the deformation of the beam. 10 kN 2 m 2 m 5 kN/m 2 m 2 m 5 kN/m 2 m 1 m' 10 kN-m
Select an IPE profile for the loading case shown in the figure. Se- lect this IPE profile from the point of view of strength and defor- mation. Maximum deformation allowable L/600. Use Macaulay to calculate the deformation of the beam. 10 kN 2 m 2 m 5 kN/m 2 m 2 m 5 kN/m 2 m 1 m' 10 kN-m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Select an IPE profile for the loading case shown in the figure. Se-
lect this IPE profile from the point of view of strength and defor-
mation. Maximum deformation allowable L/600. Use Macaulay
to calculate the deformation of the beam.
10 kN
7//////////T
2 m
2 m
5 kN/m
2 m
2 m
5 kN/m
2 m
1 m
Figure 1: Beam loading case.
10 kN-m
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