Determine the lengths of the side fillet welds required at the heel and toe of the angle shown. Allowable shearing stress through the throat of each weld is 124 MPa. L 150 x 150 x 13 L1 P1 108 T= 250 kN 13- 150 mm P21 -42 L2 gusset plate 150

Determine the lengths of the side fillet welds required at the heel and toe of the angle shown. Allowable shearing stress through the throat of each weld is 124 MPa. L 150 x 150 x 13 L1 P1 108 T= 250 kN 13- 150 mm P21 -42 L2 gusset plate 150

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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Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

Determine the lengths of the side fillet welds required at the heel and toe of the angle shown.
Allowable shearing stress through the throat of each weld is 124 MPa.
L 150 x 150 x 13
L1
P1
108
T= 250 kN
42
13
150 mm
P2+
L2
gusset plate
150

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