Load and Bending Moment Diagram from Shear Force Diagram

Q. If the shear force diagram of a simply supported beam is parabolic, then the load on the beam is

1. uniformly distributed load
2. concentrated load at mid span
3. external moment acting at mid span
4. linearly varying distributed load

Q. The bending moment diagram for a beam is given below:

The shear force at sections $a{a}^{\prime }$ and $b{b}^{\prime }$ respectively are of the magnitude

1. 100 kN, 150 kN
2. Zero, 100 kN
3. Zero, 50 kN
4. 100 kN, 100 kN

Q. The bending moment diagram of a beam is shown in the figure.

The shear force diagram of the beam is represented by

1. 
2. 
3. 
4. 

Q. The shear force diagram of a beam is shown in the figure.



The absoulte maximum bending moment in the beam is

1. $(2p\times a)$
2. $(5p\times a)$
3. $(4P\times a)$
4. $(7P\times a)$

Q. Consider the shear force diagram shown in given figure


The loaded beam will be

1. 
2. 
3. 
4. 

Q. A beam's SFD and BMD are shown in Fig-I and Fig - II


The corresponding load diagram will be

1. 
2. 
3. 
4. 

Q. A simply supported beam is subjected to a couple at a section within its span. It will produce

1. SF diagram of zero magnitude.
2. Uniformly varying triangular BM diagram
3. Sudden change in sign of BM at the point of application of the couple.
4. Equal and opposite reactions at supports.
Which of the above statements are correct?

1. 1 and 2
2. 2 and 3
3. 3 and 4
4. 1 and 4

Q. The shear force diagram is as shown below:

The loading diagram for the above shear force diagram is

1. 
2. 
3. 
4. 

Q. Which of the following loads should be applied on simply supported beam, so that the shear force is constant throughout its span?

1. UDL over the entire span
2. Two concentrated loads equally spaced in the span
3. A central concentrated load and a UDL over the entire span
4. A couple anywhere in the span

Q. Which of the following statements are correct?
1. All load carrying members transmit load through basic modes of tension, compression, torsion and shear only.
2. Beams carry transverse loads.
3. Combined loading is a complicated loading.
4. Nature of internal forces decides the aspect of combined loading.

1. 1 and 2
2. 2 and 3
3. 3 and 4
4. 2 and 4

Q. Consider the following statements with reference to a continuous beam supported at A, C and E for which shear force diagram is shown in the below figure.

There is

1. A concentrated load acting at point B.
2. A concentrated load acting at point D.
3. A uniformly distributed load acting on the portion CE.

Which of these statements are correct?

1. 1, 2 and 3
2. 1 and 2 only
3. 2 and 3 only
4. 1 and 3 only