Problem 2:Design the most economical double angle (2L4) back-to-back tension member fabricated fromA36 steel material to carry a service dead load of 40 kips and a service live load of 55 kips. Assumethat the member is 30-ft long and connected to a 3/4-in thick gusset plate with eight 1/2-in boltsdistributed on two lines as shown in the figure below. Ignore block shear in this problem andassume that the gusset does not control.1/2 in diameterbolts-3xS-s/2S/2kS/2+tA36 double3/4 in gusset plateangle back-to-back

Design the most economical double angle (2L4) back-to-back tension mem A36 steel material to carry a service dead load of 40 kips and a service live load that the member is 30-ft long and connected to a 3/4-in thick gusset plate wi distributed on two lines as shown in the figure below. Ignore block shear

Design the most economical double angle (2L4) back-to-back tension mem A36 steel material to carry a service dead load of 40 kips and a service live load that the member is 30-ft long and connected to a 3/4-in thick gusset plate wi distributed on two lines as shown in the figure below. Ignore block shear

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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