Select a single-angle tension member of A36 (Fy=36ksi and Fu=58ksi) steel to resist the following service loads: dead load= 50 kips, live load = 100 kips, and wind load = 45 kips. The member will be connected to the 1 in. gusset plate through one leg with 1- inch diameter bolts in two lines as shown in figure below. There will be four bolts in each line. The member length is 20 feet. The load combination is the largest of Pu = 1.2D + 1.6L and Pu = 1.2D+1.0W+ 0.5L. (After select the angle, do not check bolt, Ag and An failure modes). • Check the bearing strength of the RED hole if the edge distance is 2 in. O O O O

Select a single-angle tension member of A36 (Fy=36ksi and Fu=58ksi) steel to resist the following service loads: dead load= 50 kips, live load = 100 kips, and wind load = 45 kips. The member will be connected to the 1 in. gusset plate through one leg with 1- inch diameter bolts in two lines as shown in figure below. There will be four bolts in each line. The member length is 20 feet. The load combination is the largest of Pu = 1.2D + 1.6L and Pu = 1.2D+1.0W+ 0.5L. (After select the angle, do not check bolt, Ag and An failure modes). • Check the bearing strength of the RED hole if the edge distance is 2 in. O O O O

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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