Strength of Materials Sheet 7
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1) Question.
A simply supported beam ABC of length l carries a concentrated load P at an intermediate point B. If the slope at A is 0.75 times the slope at C, then the length of portion AB is equal to
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2) Question.
If the deflection at the free end of a uniformly loaded centilever beam is 15 mm and the slope of the deflection curve at thefree end is 0.02 radian, then the length of the beam is
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3) Question.
Slope at the end of a simply supported beam of span l with uniformly distrubted load w/unit length over the entire span is given by
where El is flexural rigidity of the beam
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4) Question.
A beam ABC rests on simple support at A and B with BC as an overhang. D is centre of span AB. If in the first case a concentrated load P acts at C while in the second case load P acts at D, then the
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5) Question.
A beam of overll thenth 1 rests on two simple supports with equal everhangs on both sides. Two equal loads act at the centre of the beam is the same as at either end, then the length of either overhang is
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6) Question.
The portion, with should be removed from top and tottom of a circular cross-section of diameter d in order to obtain maximum section modulus, is
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7) Question.
Two beams, one of circular cross-section and other of quare cross-section, have equal areas of cross-section. If subjected to bending
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8) Question.
for no torsion, the plane of bending should
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9) Question.
A beam of uniform strength has at every cross-section same
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10) Question.
A beam of 1-section 600 mm deep and 200 mm wide has flanges 25 mm thick and web 20 mm thick. If the shear stress in the web at the junction of flange and web is q, then the shear stress in the flange at the junction is
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