Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 3 (Q.No. 9)
9.
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is
Discussion:
16 comments Page 1 of 2.
Chandu said:
8 years ago
For each 45° ----4times the bar diameter.
45°=4d.
90°=8d.
135°=12d.
180°=16d.
45°=4d.
90°=8d.
135°=12d.
180°=16d.
(3)
Nilesh said:
6 years ago
As per Clause 26.2.2.1.
The anchorage value of a standard U-type hook shall be 16 times the diameter of the bar.
The anchorage value of a standard U-type hook shall be 16 times the diameter of the bar.
(1)
Saurabh raghuwanshi said:
6 years ago
45° = 4d.
90° = 8d.
180°= 16d
90° = 8d.
180°= 16d
(1)
MJM GCEKalahandi said:
5 years ago
16d for 180°.
(1)
Ahart pazare said:
1 decade ago
16 diameter for 180 degree.
Amrit Raj negi said:
9 years ago
16d in the case of semicircular hook.
8d in the case of 90degree bend.
12d in the case of 45degree bend.
8d in the case of 90degree bend.
12d in the case of 45degree bend.
ANKUR BHATT said:
9 years ago
Thanks @Amrit.
Praveen said:
8 years ago
16time- 90°.
8time-135°.
4time-180°.
8time-135°.
4time-180°.
Prasenjit said:
8 years ago
Which is correct? Explain.
Micky said:
8 years ago
Answer above you guys given is correct. But can anyone help me out to understand the answer of this question. How E option is correct.
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