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Shear Force and Bending Moment's Previous Year Questions with solutions of Strength of Materials from GATE ME subject wise and chapter wise with solutions.
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Shear Force & Bending Moment Diagram
GATE Question (ME–2011) A simple supported beam PQ is loaded by a moment of 1 kN-m at the mid-span of the beam as shown is the figure. The reaction forces RP and RQ at supports P and Q respectively are
GATE Question contd…(ME–2011) (A) 1 kN downward, 1 kN upward (B) 0.5 kN upward, 0.5 kN downward (C) 0.5 kN downward, 0.5 kN upward (D) 1 kN upward, I kN downward
GATE Question (CE–2005) The bending moment diagram for a beam is given Below
GATE Question contd…(CE–2005) The shear force at sections aa' and bb' respectively are of the magnitude (A) 100 kN, 150 kN (C) Zero, 50 kN (B) Zero, 100 kN (D) 100 kN,100 kN
GATE Question (ME-2005) STREAM: EC|EE|IN SUBJECT: Control system
GATE Question (ME-2007) In a simply – supported beam loaded as shown below, the maximum bending moment in Nm is (A) 25 (B) 30 (C) 35 (D) 60
GATE Question (CE-2010) For the simply supported beam of length L, subjected to a uniformly distributed moment M kN-m per unit length as shown in the figure, the bending moment (in kN-m) at the mid – span of the beam is
GATE Question contd…(CE-2010) (A) Zero (B) M (C) ML (D) M/L
10kN/m 20kN B A C 2 m GATE Question (ME-2015) For the overhanging beam shown in figure, the magnitude of maximum bending moment (in kN-m) is ___________ 4m
GATE Question (CE-2009) Match List-I (Shear force diagrams) beam with List-II (Diagrams of beams with supports and loading) and select the correct answer by using the codes given below the lists: List-I List-II
GATE Question (ME–2005) A beam is made up of two identical bars AB and BC, by hinging them together at B. The end A is built-in (cantilevered) and the end C is simply-supported. With the load P acting as shown, the bending moment at A is: P B A C L/2 L L
GATE Question (ME-2015) A cantilever beam OP is connected to another beam PQ with a pin joint as shown in the figure. A load of 10 kN is applied at the mid-point of PQ. The magnitude of bending moment (in kN-m) at fixed end O is (A) 2.5 (B) 5 (C) 10 (D) 25