You may be Loooking for

Notifications
Mark All As Read

You have to be logged in for this features
Just now

View All
Guest

Please log in

Login

IOE-BOOSTER

IOE

Questions
Todays Tutorials
Previous Tutorials
Asked Questions
Learning By playing
GAMES
Exams From
Todays Pick Studied question yet
Exam Results
Results
My Plans
My Plans

Ask Question

Ask Mcqs

Guest
You need to login to ask any Questions from chapter Shear-Stress of Structural-Engineering

Chapter:

Shear-Stress

1. Maximum strain ory for failure of a material at elastic limit, is known as

Guest's or Trecas' theory St. Venant's theory Rankine's theory Haig's theory

St. Venant's theory

Answer

2. A shaft subjected to a bending moment M and a torque T, experiences

Maximum bending stress $$ = \frac{{32{\text{M}}}}{{\pi {{\text{d}}^3}}}$$ Maximum shear stress $$ = \frac{{16{\text{T}}}}{{\pi {{\text{d}}^3}}}$$ Both A and B Neither A nor B

Both A and B

Answer

3. A lift of weight W is lifted by a rope with an acceleration f. If area of cross-section of rope is A, stress in rope is

$$\frac{{{\text{W}}\left( {1 + \frac{{\text{f}}}{{\text{g}}}} \right)}}{{\text{A}}}$$ $$\frac{{\left( {1 - \frac{{\text{g}}}{{\text{f}}}} \right)}}{{\text{A}}}$$ $$\frac{{{\text{W}}\left( {2 + \frac{{\text{f}}}{{\text{g}}}} \right)}}{{\text{A}}}$$ $$\frac{{{\text{W}}\left( {2 + \frac{{\text{g}}}{{\text{f}}}} \right)}}{{\text{A}}}$$

$$\frac{{{\text{W}}\left( {1 + \frac{{\text{f}}}{{\text{g}}}} \right)}}{{\text{A}}}$$

Answer

4. In plastic analysis, shape factor for rectangular section, is

1.4 1.5 1.6 1.7

1.5

Answer

5. If specified thickness of a footing is 100 cm, depth of form work may be tolerated from

-2 mm to +2 mm -3 mm to +3 mm -4 mm to +4 mm -5 mm to +5 mm

-5 mm to +5 mm

Answer

6. The area of core of a column of cross sectional area A, is

$$\frac{1}{3}{\text{A}}$$ $$\frac{1}{6}{\text{A}}$$ $$\frac{1}{{12}}{\text{A}}$$ $$\frac{1}{{18}}{\text{A}}$$

$$\frac{1}{{18}}{\text{A}}$$

Answer

7. The yield moment of a cross section is defined as moment that will just produce yield stress in

The outer most fibre of the section The inner most fibre of the section The neutral fibre of the section The fibre everywhere

The outer most fibre of the section

Answer

8. The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

1.0 1.5 2.0 3.0

3.0

Answer

9. The shape factor of standard rolled beam section varies from

1.10 to 1.20 1.20 to 1.30 1.30 to 1.40 1.40 to 1.50

1.10 to 1.20

Answer

10. The ratio of lateral strain to axial strain of a homogeneous material, is known

Yield ratio Hooke’s ratio Poisson’s ratio Plastic ratio

Poisson’s ratio

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 Shear-Stress consists of the following topics

Structural engineering important exam questions II

Maximum strain ory for failure of a material at elastic limit, is known as

A shaft subjected to a bending moment M and a torque T, experiences

A lift of weight W is lifted by a rope with an acceleration f. If area of cross-section of rope is A, stress in rope is

In plastic analysis, shape factor for rectangular section, is

If specified thickness of a footing is 100 cm, depth of form work may be tolerated from

The area of core of a column of cross sectional area A, is

The yield moment of a cross section is defined as moment that will just produce yield stress in

The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

The shape factor of standard rolled beam section varies from

The ratio of lateral strain to axial strain of a homogeneous material, is known

Info Message