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WorksheetsBending Test
Total questions: 10
Worksheet time: 11mins
Deflection of the free end of a cantilever beam loaded at the free end by a concentrated load P.
48EIPL3
3EIPL3
48EIPL4
3EIPL4
Bending Strength of a ductile material is bending stress corresponding to
Yield point
Fracture point
Least count of the dial gauge used for deflection measurement was
1mm
0.01mm
0.001mm
0.002mm
Transverse Shear Stress due to Bending is maximum at the
neutral surface
either top or bottom surface
Flexure rigidity is resistance to bending, measured by
Young's Modulus
Product of Young's Modulus & 2nd Area Moment w.r.t. N.A.
Nature of support of the beam
Beam's area of Cross Section
Which one will bend more ?
1. A beam with square cross section
2. A beam with circular cross section of same area
Material, span & loading type are same both cases
Square section beam
Circular section beam
Modulus of Elasticity is calculated from load-deflection curve of bending test of a simply supported beam by
slope
48Islope×span3
48EIslope×span3
None of these
Shear force varies between two concentrated loads in a beam
linearly
parabolically
cubically
constant
If the shear force diagram linearly varies between two points then bending moment diagram will vary
constant
linearly
parabolically
cubically
Bending stress developed on a beam depends on
load and geometry only
load, geometry & material of the beam
