GATE CE 2017 Set 2 — Question 32

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MCQ+1 / -0.33EasySFD & BMDStress, Strain & BeamsStructural Engineering

Structural Engineering → Stress, Strain & Beams → SFD & BMD

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Consider the three prismatic beams with the clamped supports PP, QQ, and RR as shown in the figures.
Three cantilever beams. Beam P has an $80\text{ N}$ point load at the free end. Beam Q has a $20\text{ N/m}$ UDL. Beam R has a $640\text{ N}\cdot\text{m}$ concentrated moment at the free end. All beams are $8\text{ m}$ long.
Given that the modulus of elasticity, EE is 2.5×104 MPa2.5 \times 10^4\text{ MPa}; and the moment of inertia, II is 8×108 mm48 \times 10^8\text{ mm}^4, the correct comparison of the magnitudes of the shear force SS and the bending moment MM developed at the supports is
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