Example 8.7 An ISA 200x100×10 angle L03 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/mm. Determine the lengths of weld at the top and bottom.

Example 8.7 An ISA 200x100×10 angle L03 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/mm. Determine the lengths of weld at the top and bottom.

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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