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.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Example 8.7 An ISA 200×100×10 angle LO3
welds as shown in Fig. 8.17. The angle is subjected
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.
y1
150 kN
150 kN
Y2
12
10
200
Ina
71.8
100
Transcribed Image Text:Example 8.7 An ISA 200×100×10 angle LO3 welds as shown in Fig. 8.17. The angle is subjected 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. y1 150 kN 150 kN Y2 12 10 200 Ina 71.8 100
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