1. Select the lightest available sections (W or HSS) that are adequate for the following situations. Use design value k and show all your calculations. a. Pr = 300 kips, L = 16ft, fixed ends b. Pr = 175 kips, L = 18ft, one end pinned and the other fixed c. Pr = 400 kips, L = 9ft, pinned ends. %3D

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. Select the lightest available sections (W or HSS) that are adequate for the
following situations. Use design value k and show all your calculations.
a. Pf = 300 kips, L = 16ft, fixed ends
b. Pr = 175 kips, L = 18ft, one end pinned and the other fixed
c. Pf = 400 kips, L = 9ft, pinned ends.
Transcribed Image Text:1. Select the lightest available sections (W or HSS) that are adequate for the following situations. Use design value k and show all your calculations. a. Pf = 300 kips, L = 16ft, fixed ends b. Pr = 175 kips, L = 18ft, one end pinned and the other fixed c. Pf = 400 kips, L = 9ft, pinned ends.
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