RCC Structures Design

Q1: The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

A 30°

B 40°

C 45°

D 60°

E all the above.

ANS:E - all the above.

"all the above" suggests that the anchorage value of a hook can be assumed to be sixteen times the diameter of the bar for various angles of bend, including 30°, 40°, 45°, and 60°. However, it's important to clarify that while the angle of bend does indeed influence the anchorage value of a hook, assuming a universal multiplier like sixteen times the diameter for all angles is not common practice in structural engineering and may not accurately reflect the actual behavior. In reality, as the angle of bend deviates from 90°, the effectiveness of the anchorage decreases. This is because the embedment length of the hook into the concrete reduces as the angle becomes smaller, resulting in weaker bond strength and potentially reducing the hook's ability to resist pullout or slip. While there may be guidelines or recommendations in some design codes for estimating the anchorage length of hooks based on certain assumptions about the angle of bend, these are typically based on empirical data and may vary depending on the specific code or standard being followed. Therefore, it's crucial to consult the relevant design codes, standards, or guidelines specific to the project and location to determine the appropriate anchorage length for hooks with different angles of bend. In practice, engineers often use tabulated values or empirical formulas provided in these documents to calculate the required anchorage length based on factors such as bar diameter, concrete strength, and environmental conditions.

 



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