## Marks 1

A horizontal beam $$ABC$$ is loaded as shown in the figure below. The distance of the point of contraflexure from end $$A$$ (in $$m$$) is
...

For the beam shown below, the value of the support moment
$$M$$ is ____________ $$KN$$-$$m$$.
...

A frame $$ABCD$$ is supported by a roller at $$A$$ and is on a hinge at $$C$$ as shown below. The reaction at the roller end $$A$$ is given by
...

Identify the correct deflection diagram corresponding to the loading in the plane frame shown below :
...

A single bay single storey portal frame has a hinged left support and a fixed right support. It is loaded with $$u.d.l$$ on the beam. Which one of the...

If the Shear Force at a section of a beam under bending is equal to zero then the Bending Moment at the section is

A single bay portal frame of height $$'h'$$ fixed at the base is subjected to a horizontal displacement $$'\delta '$$ at the top. The base moments dev...

The ratio of the stiffness of a beam at the near end when the far end is hinged to the stiffness of the beam at the near end when the far end is fixed...

## Marks 2

The value of $$M$$ in the beam $$ABC$$ shown in the figure is such that the joint $$B$$ does not rotate.
The value of support reaction (in $$kN$$) ...

The portal frame shown in the figure is subjected to a uniformly distributed vertical load $$w$$ (per unit length).
The bending moment in the beam...

Considering the symmetry of a rigid frame as shown below, the magnitude of the bending moment (in $$kN$$-$$m$$) at $$P$$ (preferably using the moment ...

All members in the rigid-jointed frame shown are prismatic and have the same flexural stiffness $$EI$$. Find the magnitude of the bending moment at $$...

A two span continuous beam having equal spans each of length $$L$$ is subjected to a uniformly distributed load $$w$$ per unit length. The beam has co...

A two span continuous beam having equal spans each of length $$L$$ is subjected to a uniformly distributed load $$w$$ per unit length. The beam has co...

Vertical reaction developed at $$B$$ in the frame below due to the applied load of $$100$$ $$kN$$ (with $$150,000$$ $$m{m^2}$$ cross- sectional area a...

Carry-over factor $${C_{AB}}$$ for the beam shown in the figure below is
...

All members of the frame shown below have the same flexural rigidity $$EI$$ and length $$L.$$ If a moment $$M$$ is applied at joint $$B,$$ the rotatio...

The plane frame below is analyzed by neglecting axial deformations. Following statements are made with respect to the analysis :
$$1.$$$$\,\,\,\,\,...

The stiffness $$K$$ of a beam deflecting in a symmetric mode, as shown in the figure, is _______
...

A propped cantilever beam of span $$'L'$$ is loaded with $$u.d.l$$ of intensity $$w$$/unit length, all through the span. Bending Moment at the fixed e...

The frame below shows three beam elements $$OA, OB$$ and $$OC$$, with identical length $$L$$ and flexural rigidity $$EI$$, subject to an external mome...

For the frame shown in the Fig. the maximum bending moment in the column is,
...

A propped cantilever beam of span $$'L'$$ is loaded with $$u.d.l$$ of intensity $$w$$/unit length, all through the span. Bending Moment at the fixed e...

$$M$$-$$\theta $$ relationship for a simply supported beam shown below is given by
...

Rotational stiffness-coefficient, $${K_{11}}$$ for the frame having two members of equal $$EI/L$$ is given by.
...

Bending moments at joint $$b$$ and $$C$$ of the portal frame are respectively,
...

The magnitude of the bending Moment at the fixed support of the beam is equal to
...