Steel Design Sheet 11
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1) Question.
The cross section of TMT reinforcing bar has
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2) Question.
The possibility of block shear failure increases with the use of high bearing strength
material and high strength bolts which results inAnswer. -
3) Question.
The IS 800:2007 suggests the use of reduction factors for shear capacity in the
following situation:
1. If the joint is too long.
2. If the grip length is large.
3. If the packing plates of thickness more than 6 mm are used.
The TRUE statements are
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4) Question.
The shape of the cross-section, which has the smallest shape factor, is
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5) Question.
For the calculation of design wind speed, k1 factor is called
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6) Question.
Web crippling failure of beam is observed due to
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7) Question.
Block shear failure of a tension member is due to
1. Yielding of steel due to tension
2. Yielding of steel due to shear
3. Rupturing of steel due to tension
4. Rupturing of steel due to shearAnswer. -
8) Question.
Spliting failure of a plate can be economically avoided by
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9) Question.
When the load line coincides with the centroid of the rivet group, the rivets are subjected to
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