R is 899 Problem 6: Select using LRFD approach, the lightest W section available to support workingtensile loads of TD = R/1.75 kN and Tw1.3R kN. The member is to be 6m long and isassumed to have two lines of holes for 20mm Ø bolts in each flange. There will be at leastthree holes in each line 76mm on centre. Use A36 steel.

The given data is shown below: TD=R/1.75 kNTW=1.3R kNLength of member=6mDiameter of bolt=20mmA36…

Problem 6: Select using LRFD approach, the lightest W section available to support working tensile loads of TD R/1.75 kN and Tw= 1.3R kN. The member is to be 6m long and is %3D %3D assumed to have two lines of holes for 20mm Ø bolts in each flange. There will be at least three holes in each line 76mm on centre. Use A36 steel.

Problem 6: Select using LRFD approach, the lightest W section available to support working tensile loads of TD R/1.75 kN and Tw= 1.3R kN. The member is to be 6m long and is %3D %3D assumed to have two lines of holes for 20mm Ø bolts in each flange. There will be at least three holes in each line 76mm on centre. Use A36 steel.

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

R is 899

Problem 6: Select using LRFD approach, the lightest W section available to support working
tensile loads of TD = R/1.75 kN and Tw
1.3R kN. The member is to be 6m long and is
assumed to have two lines of holes for 20mm Ø bolts in each flange. There will be at least
three holes in each line 76mm on centre. Use A36 steel.

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