Example 8.7 An ISA 200x100x10 angle LO3 is welded to a steel plate by means of fillet welds as shown in Fig. 8.17. The angle is subjected to a static force of 150 kN and the permissible shear stress for the weld is 70 N/mm². Determine the lengths of weld at the top and bottom. 1₁

Example 8.7 An ISA 200x100x10 angle LO3 is welded to a steel plate by means of fillet welds as shown in Fig. 8.17. The angle is subjected to a static force of 150 kN and the permissible shear stress for the weld is 70 N/mm². Determine the lengths of weld at the top and bottom. 1₁

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter8: Eccentric Connections

Section: Chapter Questions

Problem 8.4.1P: Use an elastic analysis and determine the maximum load in the weld (in kips per inch of length).

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Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

S
Example 8.7 An ISA 200x100x10 angle LO 3
is welded to a steel plate by means of fillet
welds as shown in Fig. 8.17. The angle is subjected
to a static force of 150 kN and the permissible shear
stress for the weld is 70 N/mm². Determine the
lengths of weld at the top and bottom.
1₁
150 kN
TAILL
Y2
200
12 -
IG
100-
12
71.8
150 KN
-10

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