Civil Engineering - MCQ Practice Questions

Which of the following statements about determinate structures is correct?

What is the degree of static indeterminacy for a fixed beam with one internal hinge?

In the method of sections for truss analysis, the section should pass through maximum how many members?

For a cantilever beam of length L carrying uniformly distributed load w, the maximum bending moment occurs at:

In influence line diagram, what does the ordinate represent?

The principle of virtual work states that for equilibrium of a structure:

For a propped cantilever beam, the number of reactions is:

In slope deflection method, what does the term 'FEM' represent?

For a two-span continuous beam with equal spans and equal loads, which statement is true?

In matrix method of structural analysis, the stiffness matrix [K] is:

A frame with 'j' joints, 'm' members, and 'r' reaction components is indeterminate with degree:

The Castigliano's first theorem relates:

For a three-hinged arch, the number of independent equilibrium equations needed is:

In Williot-Mohr diagram for a truss, what do the lines represent?

A simply supported beam with central point load shows maximum deflection at:

The concept of 'release' in indeterminate structures means:

For a fixed-fixed beam of length L with uniformly distributed load w, the fixed end moment is:

In portal frame analysis, if a frame is subjected to lateral load, the type of bending is primarily:

A cantilever beam of length 5 m carries a point load of 20 kN at the free end. The maximum bending moment occurs at which location?

In the method of virtual work, a virtual displacement is applied to determine which quantity?