Chapter:

Influence-line-diagram-mcqs

1. What is relation between maximum stress induced due to gradual load to maximum stress sudden load?


2. Strain energy stored in a body to uniform stress s of volume V and modulus of elasticity E is ______


3. What will be amount of axial pull be applied on a a 4cm diameter bar to get an instantaneous stress value of 143 N/mm2?


4.

Proof resilience is property of materials which indicates ir capacity to bear 


5. A tension bar 6m long is made up of two parts, 4m of its length has cross sectional area of 12.5cm while remaining 2m has 25cm. An axial load 5tonnes is gradually applied. What will be total strain energy produced if E = 2 x 106 kgf/cm2?


6. The mamatical expression for resilience ā€˜U’ is ______


7. The strain energy of a beam is ____.


8. A load of 100N falls through a height of 2cm onto a collar rigidly attached to lower end of a vertical bar 1.5m long and of 105cm2 cross- sectional area. The upper end of vertical bar is fixed. What is maximum instantaneous elongation in vertical bar if E = 200GPa?


9. A bar of cross-section A and length L is subjected to an axial load W. strain energy stored in bar would be ______


10. 2 tensile load of 100kN is suddenly applied to a rectangular bar of dimension 2cmx4cm and length of 5m. What will be strain energy absorbed in bar if E=1Ɨ105 N/mm2?


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