Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 5 (Q.No. 33)
33.
In a simply supported slab, alternate bars are curtailed at
Discussion:
7 comments Page 1 of 1.
Ivjot Singh said:
10 years ago
Why the curtailment is at that particular point? Tell me the concept or reason behind it.
Nithi said:
8 years ago
Someone explain, please.
Anusha said:
8 years ago
Reinforcement is provided where the bending moment is maximum to make section economical. In slabs, a bending moment is maximum at center. So according to IS code, we will curtail the reinforcement from support at a distance of 1/7 the of the span.
Ansh said:
7 years ago
According to LSM Design the answer should be 1/5 th of the span.
Navami said:
6 years ago
Can anyone suggest the clause regarding the curtailment of bars in the slab.
Gaurav said:
5 years ago
Thanks @Anusha.
Dikesh don said:
4 years ago
Curtailment is cutting of the bar for economical construction.
Post your comments here:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers