Civil Engineering > GATE 2017 SET-2 > Structural Analysis
Consider the three prismatic beams with the clamped supports P, Q, and R as shown in the figures.
Given that the modulus of elasticity, E is 2.5 × 104 MPa and the moment of inertia, I is 8 × 108 mm4, the correct comparison of the magnitudes of the shear force S and the bending moment M developed at the supports is
A
SP < SQ < SR; MP = MQ = MR
B
SP = SQ > SR; MP = MQ > MR
C
SP < SQ > SR; MP = MQ = MR
D
SP < SQ < SR; MP < MQ < MR

Correct : c

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Related Topics

beam shear force bending moment GATE Civil Engineering 2017 clamped beam supports prismatic beams shear force comparison bending moment comparison civil engineering gate beam mechanics GATE set-2 2017

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