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:
7 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)
MJM GCEKalahandi said:
4 years ago
16d for 180°.
(1)
Ahart pazare said:
10 years ago
16 diameter for 180 degree.
Amrit Raj negi said:
8 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:
8 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.
Nayam said:
8 years ago
The Anchorage value of standard U-type hook alone is equal to =16dia.
( In U-type band angle of band is 45°)
And for the angle of the band is 90°, Anchorage value is =8dia.
In this question below 90° for all angle Anchorage value is =16dia.
( In U-type band angle of band is 45°)
And for the angle of the band is 90°, Anchorage value is =8dia.
In this question below 90° for all angle Anchorage value is =16dia.
Roy said:
8 years ago
45°=4d,
90°=8d,
standard=16d.
90°=8d,
standard=16d.
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