Chapter:
Cables-and-Arches
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 āUā 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=1Ć105 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
Topics
This Chapter Cables-and-Arches consists of the following topics
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