The following bracket is welded to the vertical column. The joint undergoes torsional stresses.
A bracket is shown welded to a vertical column by means of two fillet welds. The bending stress induced in the welds can be given by
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Calculate the moment of inertia about the axis parallel to welds and shift it to CG by considering thickness of welds t.
Find the bending stress in the top weld is if thickness of weld is t. Given P=15kN and e=120mm.
Find the thickness of the weld is if allowable shear stress in the welds is 70N/mm². Given P=15kN and e=120mm.
The bracket welded to the vertical plate by means of two fillet welds. Calculate the bending stress in the welds if P=40kN, leg=4mm and e=400mm.
The bracket welded to the vertical plate by means of two fillet welds. Calculate size of the welds if P=40kN, leg=4mm and e=400mm. Maximum permissible value of shear stress in the weld is 70N/mm².
While calculating bending stress in the following welded joints which of the welds moment of inertia can be neglected?
If a circular shaft is welded to the plate by means of circumferential fillet, then the shaft is subjected to torsional moment M. If throat of weld is t, then torsional shear stress is given by
Magnetic crack detection method in the welds is destructible examination.
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49 videos|70 docs|77 tests
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