Civil Engineering - MCQ Practice Questions

A fixed beam of length L with central point load P has the fixed end moment equal to:

In virtual work method, if a unit load is applied instead of actual load, the virtual displacement is equal to:

The stiffness matrix in matrix method of structural analysis represents:

In a three-hinged arch, the additional hinge at crown provides:

For a continuous beam with equal spans and equal loads, the negative moment at interior support is maximum at:

In slope-deflection method, the fixed-end moment for a fixed beam with UDL w over length L is:

The principle of virtual displacements is applicable to:

In a two-hinged arch, the number of unknown reactions is:

The influence line for a reaction at support A of a simply supported beam AB is:

In matrix stiffness method, the element stiffness matrix for a truss member is derived using:

The carry-over factor in slope-deflection method for a member with far end fixed is:

In moment distribution method, the distribution factor for a member is proportional to:

For a continuous beam with different moments of inertia in different spans, the relative stiffness method uses:

The shear force at the point of application of a concentrated load in a beam diagram shows a:

A three-hinged arch is statically determinate because it has:

In the method of sections for truss analysis, how many members can be cut for a 2D truss to maintain determinacy?

A portal frame with fixed supports at the base and a horizontal load at the top will develop which type of stresses at the base?

For a simply supported beam, which statement about influence lines is correct?

A truss is statically determinate if it satisfies the condition:

The principle of virtual work states that for a structure in equilibrium, the work done by external forces equals: