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Chapter:

Stresses-in-Members

1. The entrapped air in concrete

more density small creep and shrinkage more bond all of the above A

all of the above A

Answer

2. What is maximum number of unknown reaction components that can be determined using only statics

0 1 2 3

3

Answer

3. The term centre of gravity was introduced by

Archimedes Otto Mohr Saint Venant Coulomb

Archimedes

Answer

4. If re is a cantilever beam joined with edge of span,

triangle with maximum ordinate at the section and zero at at the support nearer to the two supports triangle with maximum ordinate section and zero at the other support rectangle with unit ordinate none of the above

triangle with maximum ordinate at the section and zero at at the support nearer to the two supports

Answer

5. Free body diagram is

the diagram of the body or a part of the body in isolated equilibrium the diagram of a body freed from all the forces that have been acting the diagram of a body with no supports at all none of the above

the diagram of the body or a part of the body in isolated equilibrium

Answer

6. If co moment of Joint A, B, & C are 10, 20 and 30 kN-m n find balancing moment at joint B.

20 kN-m 30kN – m 50 kN-m -20 kN-m

-20 kN-m

Answer

7. The tensile strength of concrete for RCC beam design is

steel is provided at under side only 0.33 fek 0.44fck none of the above

0.33 fek

Answer

8. Strain energy of a member may be defined as work done on it

to deform it to resist elongation to resist shortening all of the above

all of the above

Answer

9. The ratio of stiffness of a member when far end is hinged to that of member when far end is fixed is

Answer

10. The maximum tension in a cable occurs

at the highest point in the cable at the lowest point in the cable at the centre point of the cable at all points in the cable

at the highest point in the cable

Answer

Nexttt

All Chapters

View all Chapter and number of question available From each chapter from Structural-Engineering

Simple Stress and Strain

Simple Stress and Strain

Stresses in Members

Stresses in Members

Strain Energy and Resilience

Strain Energy and Resilience

Center of Gravity and Moment of Inertia

Center of Gravity and Moment of Inertia

Shear Force and Bending Moment

Shear Force and Bending Moment

Pure Bending

Shear Stress

Direct and Bending Stress

Direct and Bending Stress

Slope and Deflection

Slope and Deflection

Indeterminate Beams

Indeterminate Beams

Torsion

Plastic and Local Buckling Behaviour of Steel

Plastic and Local Buckling Behaviour of Steel

Cables and Arches

Cables and Arches

Influence Lines and Approximate Analysis for Statically Determinate Structures

Influence Lines and Approximate Analysis for Statically Determinate Structures

Deflections

Deflections Using Energy Methods

Deflections Using Energy Methods

Displacement Method of Analysis: Slope-Deflection Equations

Displacement Method of Analysis: Slope-Deflection Equations

Displacement Method of Analysis: Moment Distribution

Displacement Method of Analysis: Moment Distribution

Influence line diagram mcqs

Influence line diagram mcqs

Structural engineering important exam questions

Structural engineering important exam questions

Structural engineering important exam questions II

Structural engineering important exam questions II

Structural engineering important exam questions III

Structural engineering important exam questions III

Plastic Analysis

Plastic Analysis

Structural Engineering Loksewa Questions

Structural Engineering Loksewa Questions

Topics

This Chapter Stresses-in-Members consists of the following topics

Structural engineering important exam questions

The entrapped air in concrete

What is maximum number of unknown reaction components that can be determined using only statics

The term centre of gravity was introduced by

If re is a cantilever beam joined with edge of span,

Free body diagram is

If co moment of Joint A, B, & C are 10, 20 and 30 kN-m n find balancing moment at joint B.

The tensile strength of concrete for RCC beam design is

Strain energy of a member may be defined as work done on it

The ratio of stiffness of a member when far end is hinged to that of member when far end is fixed is

The maximum tension in a cable occurs

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