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