WT bracket is connected to a wide flange column with an E. 70 fillet welds as shown in the figure with Pu = 380 KN acting at an eccentricity of 150 mm. Questions: a) Determine the average vertical force per unit length of weld. b) Determine the maximum force to be resisted by the fillet weld. c) Determine the size of the fillet weld appropriate to carry the load.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Topic:Welded Connection - Civil Engineering -Steel Design

 

*Use latest NSCP/NSCP 2015 formula to solve this problem

*Please use hand written to solve this problem

 

A WT bracket is connected to a wide flange column with an E. 70 fillet welds as shown in the figure with Pu = 380 KN acting at an eccentricity of 150 mm.

 

Questions:

a) Determine the average vertical force per unit length of weld.

b) Determine the maximum force to be resisted by the fillet weld.

c) Determine the size of the fillet weld appropriate to carry the load.

 

400
ד
ll
שת 150
P, = 350 kN
400
Transcribed Image Text:400 ד ll שת 150 P, = 350 kN 400
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