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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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
Transcribed Image Text: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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