Civil Engineering - MCQ Practice Questions

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:

A symmetric three-hinged parabolic arch carrying uniformly distributed load has maximum bending moment at:

In plastic analysis, the load factor for a structure is the ratio of:

For a continuous beam analyzed using the unit load method for deflection, the fictitious load pattern applied is:

In finite element analysis of a 2D structure, the global stiffness matrix is assembled using the principle of:

For buckling analysis of a column, the eigenvalue obtained from the stability equation represents:

In plastic hinge analysis of a continuous beam, the number of plastic hinges formed before collapse for an n-span beam is:

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

A simply supported beam of span 8m carries a point load of 40 kN at the center. The maximum bending moment occurs at which location?

The principle of superposition in structural analysis is applicable when:

In a cantilever beam of length L with uniformly distributed load w per unit length, the slope at the free end is:

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

The deflection of a beam depends upon which of the following factors?

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?