SOM- Arbee

A Cantilever beam carrying a point load, it has a length of 'l'. Which of the following is correct for the beam?

• A is BMD & C is SFD

• A is SFD & C is BMD

• B is BMD & D is SFD

• B is SFD and D is BMD

A simply supported beam is loaded as shown in figure. The BMD will be

• A

• B

• C

• D

match the correct answer from group B for the given statements in group A

• d,a,b,c

• a,b,c,d

• a,c,d,b

• c,a,d,b

Group I shows different loads acting on a beam and Group 2 shows different bending moment distributions. Match the load with the corresponding bending moment diagram.

• 3,1,2,4

• 2,4,1,3

• 4,5,2,3

• 1,2,5,4

The bending moment (in KN-m units) at the mid-span location X in

the beam with overhangs shown below is equal

• 0

• 10

• 15

• 20

Group I gives the shear force diagrams and Group II gives the diagrams of beams with supports and loading. Match the Group I

• 3,1,2,4

• 1,3,2,4

• 4,1,2,3

• 3,4,2,1

Assertion (A): Bending moment in a beam is maximum at a

section where shear force is zero.

Reason (R): Shear force at a section is given by the rate of change of bending moment.

• Both A and R are true but R is not a correct explanation

  of A
  

• Both A and R are true and R is the correct explanation of

  A
  

• A is true but R is false
  

• A is false but R is true
  

The SFD and BMD for a beam have shown in the given figures I

and II. Corresponding loading diagram would be

• 
• 
• 
• 

statement A): The maximum bending moment occurs where the

shear force is either zero or changes sign.

Statement R): If the shear force diagram line between the two points in horizontal, the BM diagram line is inclined. But if the SF diagram is inclined, the BM diagram is a parabola of second degree.

• Both A and R are false

• Both A and R are true

• A is true but R is false
  

• A is false but R is true
  

Match List-I (Type of beam with loading) with List-II (Maximum

bending moment value) and select the correct answer given below

the lists:

• 1,4,3,2

• 3,2,1,4

• 2,3,1,4

• 3,1,4,2