Chapter:

Structural-engineering-important-exam-questions-II

1. A simply supported beam A carries a point load at its mid span. Anor identical beam B carries same load but uniformly distributed over entire span. The ratio of maximum deflections of beams A and B, will be


2. Principal planes are subjected to


3. Y are bending moment, moment of inertia, radius of curvature, modulus of If M, I, R, E, F and elasticity stress and depth of neutral axis at section, n


4. A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of maximum bending stress to maximum shear stress developed in shaft, is


5. A masonry dam (density = 20,000 N/m3) 6 m high, one metre wide at top and 4 m wide at base, has vertical water face. The minimum stress at base of dam when reservoir is full, will be


6. The ratio of maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is


7. The ratio of length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is


8. The ratio of length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is


9. The deflection of a uniform circular bar of diameter d and length $$l$$, which extends by an amount under a tensile pull W, when it carries same load at its mid-span, is


10. A three hinged arch is generally hinged at its supports and


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

Pure Bending

Shear Stress

Shear Stress

Direct and Bending Stress

Direct and Bending Stress

Slope and Deflection

Slope and Deflection

Indeterminate Beams

Indeterminate Beams

Torsion

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

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 Structural-engineering-important-exam-questions-II consists of the following topics

Structural engineering important exam questions II

A simply supported beam A carries a point load at its mid span. Anor identical beam B carries same load but uniformly distributed over entire span. The ratio of maximum deflections of beams A and B, will be

;

Principal planes are subjected to

;

Y are bending moment, moment of inertia, radius of curvature, modulus of If M, I, R, E, F and elasticity stress and depth of neutral axis at section, n

;

A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of maximum bending stress to maximum shear stress developed in shaft, is

;

A masonry dam (density = 20,000 N/m3) 6 m high, one metre wide at top and 4 m wide at base, has vertical water face. The minimum stress at base of dam when reservoir is full, will be

;

The ratio of maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

;

The ratio of length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

;

The ratio of length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

;

The deflection of a uniform circular bar of diameter d and length $$l$$, which extends by an amount under a tensile pull W, when it carries same load at its mid-span, is

;

A three hinged arch is generally hinged at its supports and

;