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A symmetric I-section (with width of each flange = 50 mm, thickness of each flange = 10 mm, depth of web = 100 mm and thickness of web = 10 mm) of steel is subjected to a shear force of 100 kN. Find the magnitude of the shear stress (in N/mm2) in the web at its junction with the top flange.
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- 71.12 N/mm2
- 61.12 N/mm2
- 51.12 N/mm2
- 21.12 N/mm2
Correct Option: A
I = | - | |||
12 | 12 |
= 3.866 × 106 mm4
q = | = | |||
Ib | 3.866 × 106 × 10 |
= 71.12 N/mm2