6-16. Using the steels for which the column tables are provided in Part 4 of the Manual, select the lightest available rolled sections (W, HP, HSS Square, and HSS Round) that are adequate for the following conditions: a. Pp=150 k, PL = 225 k, L=25 ft, one end pinned and the other fixed b. Pp=75 k, P = 225 k, L = 16 ft, fixed ends c. Pp=50 k, P,-150 k, L 30 ft, pinned ends

6-16. Using the steels for which the column tables are provided in Part 4 of the Manual, select the lightest available rolled sections (W, HP, HSS Square, and HSS Round) that are adequate for the following conditions: a. Pp=150 k, PL = 225 k, L=25 ft, one end pinned and the other fixed b. Pp=75 k, P = 225 k, L = 16 ft, fixed ends c. Pp=50 k, P,-150 k, L 30 ft, pinned ends

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

6-16. Using the steels for which the column tables are provided in Part 4 of the Manual,
select the lightest available rolled sections (W, HP, HSS Square, and HSS Round)
that are adequate for the following conditions:
a. Pp= 150 k, P, = 225 k, L = 25 ft, one end pinned and the other fixed
b. Pp= 75 k, P1 = 225 k, L = 16 ft, fixed ends
c. Pp= 50 k, P. = 150 k, L = 30 ft, pinned ends

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