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is to be connected using 3/4-in diameter bolts. Use NSCP Specifications. - Standard-sized holes - Fy = 36 ksi and Fu = 58 ksi unless otherwise noted

is to be connected using 3/4-in diameter bolts. Use NSCP Specifications. - Standard-sized holes - Fy = 36 ksi and Fu = 58 ksi unless otherwise noted

Structural Analysis
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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Select the most economical C-shape of A36 steel to be used as a 21-foot-long tension member. The channel will support service loads of PDL = 100 kips and PLL = 120 kips. The member is to be connected using 3/4-in diameter bolts. Use NSCP Specifications. - Standard-sized holes - Fy = 36 ksi and Fu = 58 ksi unless otherwise noted - Deformation at service loads is a design consideration. -Do not consider block shear, unless specifically requested -For bolts, consider the equivalent diameters in SI (check the table for nominal dimensions) -31-
Transcribed Image Text:Select the most economical C-shape of A36 steel to be used as a 21-foot-long tension member. The channel will support service loads of PDL = 100 kips and PLL = 120 kips. The member is to be connected using 3/4-in diameter bolts. Use NSCP Specifications. - Standard-sized holes - Fy = 36 ksi and Fu = 58 ksi unless otherwise noted - Deformation at service loads is a design consideration. -Do not consider block shear, unless specifically requested -For bolts, consider the equivalent diameters in SI (check the table for nominal dimensions) -31-
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