Why is the anchorage capacity of a standard hook not


1.(ii) For each of the following stacking sequences found in FCC metals, cite the type of planar defect that exists:

(a) . . . A B C A B C B A C B A . . .

(b) . . . A B C A B C B C A B C . . .

Now, copy the stacking sequences and indicate the position(s) of planar defect(s) with a vertical dashed line.

2.Why is the anchorage capacity of a standard hook not increased by extending the bar well beyond the end of the hook?

3.What are the effects of hardness, hot strength and hot hardness and work hardening of work materials?

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Civil Engineering: Why is the anchorage capacity of a standard hook not
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