MyQuestionIcon

1

You visited us 1 times! Enjoying our articles? Unlock Full Access!

Shear Stress

Reinforced co...

Question

Reinforced concrete slabs are designed for
1. Shear
2. Flexure
3. Positive bending moment
4. Negative bending moment

A

1, 2 and 3 only

No worries! We‘ve got your back. Try BYJU‘S free classes today!

B

1 and 4 only

No worries! We‘ve got your back. Try BYJU‘S free classes today!

C

2, 3 and 4 only

No worries! We‘ve got your back. Try BYJU‘S free classes today!

D

1, 2, 3 and 4

Right on! Give the BNAT exam to get a 100% scholarship for BYJUS courses

Open in App

Solution

The correct option is D 1, 2, 3 and 4
(d)
Slabs are mainly designed for Bending and deflection. So, Flexure, Positive Bending Moment and Negative Bending Moment are important. Slabs are designed for both One way Shear and Two-way Shear (Punching shear) also, though it does not determine the thickness or reinforcement of slab.

Suggest Corrections

thumbs-up

0

Similar questions

Q. Unfactored maximum bending moments at a section of a reinforced concrete beam resulting from a frame analysis are 50, 80, 120 and 180 kN-m under dead, live, wind and earthquake loads respectively. The design moment (kN-m) as per IS : 456-2000 for the limit state of collapse (flexure) is

Q. A reinforced concrete beam is subjected to the following bending moments:

Dead load - 20 kN-m
Live load - 30 kN-m
Seismic load - 10 kN-m

The design bending moment for limit state of collapse is

Q. An RC structural member rectangular in cross section of width band depth D is subjected to a combined action of bending moment M and torsional moment T. The longitudinal reinforcement shall be designed for a moment M

_{e}

Q. Consider the following cases in the design of reinforced concrete members in flexure:Which of the above cases are considered for safe design of R.C. members in flexure?

1 and 2 only
2 and 4 only
3 and 4 only
1 and 3 only

Q. For the beam having a uniformly distributed load of w per unit length as shown in the given figure, the maximum positive bending moment is equal to maximum negative bending moment. The value of

L_{1}

and L for this condition is :

View More

Join BYJU'S Learning Program

similar_icon

Related Videos

lock

Hooke's Law

PHYSICS

Watch in App

explore_more_icon

Explore more

Standard XII Physics

Join BYJU'S Learning Program

CrossIcon