check the adequacy of W10 x 60 section to resist a service tensile load that induce the following forces: PD = 180k, E = 147.1 k and PL = 205k. The member length is 30ft and assumed to have two lines of holes in the web with 3" gauge. Assume there are four bolts in each line at 3 in c/c. All holes for 7/8 - in diameter bolts. The section must satisfy the slenderness effect.
check the adequacy of W10 x 60 section to resist a service tensile load that induce the following forces: PD = 180k, E = 147.1 k and PL = 205k. The member length is 30ft and assumed to have two lines of holes in the web with 3" gauge. Assume there are four bolts in each line at 3 in c/c. All holes for 7/8 - in diameter bolts. The section must satisfy the slenderness effect.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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check the adequacy of W10 x 60 section to resist a service tensile load that induce the following forces: PD = 180k, E = 147.1 k and PL = 205k. The member length is 30ft and assumed to have two lines of holes in the web with 3" gauge. Assume there are four bolts in each line at 3 in c/c. All holes for 7/8 - in diameter bolts. The section must satisfy the slenderness effect.
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