Civil Engineering - RCC Structures Design - Discussion

Discussion Forum : RCC Structures Design - Section 1 (Q.No. 18)
18.
Dimensions of a beam need be changed if the shear stress is more than
10 kg/cm2
15 kg/cm2
20 kg/cm2
25 kg/cm2
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
31 comments Page 2 of 4.

Akshay said:   7 years ago
As per IS 456-1978 section is redesigned if shear stress is greater than 20 kg/cm2 or 2N/mm2.

So, the Given answer is correct.

Rkrana said:   7 years ago
For beam, slab, column m15 grade is used and Max shear stress for m15 grade of concrete is 25kg/cm2.

So option C is right.
(1)

Ajay kumar said:   7 years ago
Max shear stress of concrete= 0.63 under root fck.
So, for M15 concert it should be;

0.63 x under root 15 = 2.5 N/mm^2.

NITEESH patel said:   6 years ago
M 40 τ max.=2.5 N/mm^2.
M 30 τ max. =2.2 N/mm^2,
M 15 τ max.= 1.6N/mm^2,
Ans =(D)= 2.5N/mm^2.
(1)

Rehan said:   7 years ago
The section is revised if shear stress is more than 0.4fc or 2 Mpa,and 2 Mpa is equal to 20kgper cm2.

Ghalib said:   7 years ago
Yes, Agree @Sourab Sharma.

Actually it is .63√(fck). So for higher grades, it will be the max.

Dayanand Pathak said:   1 decade ago
As per table-20 in IS-456 maximum shear stress can be taken by M-15 concrete grade beam is 25kg/cm2.

Sourab sharma said:   8 years ago
Maximum shear stress = 0.63(fck)^(1/2).
For M10 grade of concrete = 1.999 n/mm^2.

Kamal lochan parida said:   6 years ago
Fck means the characteristic value of concrete. Which expressed in N/square mm.
(1)

Rahul yadav said:   1 decade ago
Please anybody clear this question how we can decide grade we take M-25 then?


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