A tension member consists of a double angle section with long legs back to back. The angles are attached to a 9.5 mm thick gusset plate. Fu = 400 MPa Fy = 248 MPa for angular section. Fw = 480 MPa for 8 mm fillet weld. Reduction factor U = 0.80   Prop. of One Angle L 125m x 75m x 12.7 m A= 2419 mm2 y=44.45 mm   Questions: a) Compute the design strength capacity of one angle. b) Compute the base metal shear strength (gusset plate) per unit length. c) Compute the length L1 and L2.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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 tension member consists of a double angle section with long legs back to back. The angles are attached to a 9.5 mm thick gusset plate. Fu = 400 MPa Fy = 248 MPa for angular section. Fw = 480 MPa for 8 mm fillet weld. Reduction factor U = 0.80

 

Prop. of One Angle L 125m x 75m x 12.7 m

A= 2419 mm2 y=44.45 mm

 

Questions:

a) Compute the design strength capacity of one angle.

b) Compute the base metal shear strength (gusset plate) per unit length.

c) Compute the length L1 and L2.

 

125
A
44.45
80.55
L₂
L₁
T
Transcribed Image Text:125 A 44.45 80.55 L₂ L₁ T
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