Question 1


The equilateral triangle of 50 mm side as shown in fig. 2 is subjected to three forces. Third force is unknown force alongside AC. If the resultant of force system is pure couple, find third unknown force and its direction.


The rail in railway track is designed to have no stress at temp of 10˚C. If the temperature rises to 50˚C , find the maximum stress produced in rail. Take E = 200 Gpa , α = 11.7 x 10-6 /˚C

Draw shear force and bending moment diagrams for the beam shown in fig.5.

Differentiate between static friction, dynamic friction and limiting friction.
A ladder 5.2 m long, weighing 250 N is placed against a smooth vertical wall with its lower end 2 m from the wall. The co-efficient of static friction between the ladder and the floor is 0.25. A man weighing 70 kg starts climbing the ladder; determine the distance ‘x’ of man from the wall so that the ladder starts slipping.
The cross-section of the beam is a rectangle 60 mm x 80 mm deep. The maximum shear stress in the section is 45 MPa. Calculate shear stress at a section:
Derive relationship between rate of loading, shear force and bending moment.
A steel shaft 50mm diameter and 0.5m long is subjected to a twisting couple of 103 N.m; the total angle of twist being 0.6°. Find the maximum shearing stress developed in the shaft and modulus of rigidity.
At a point in a strained body there are normal stresses of 100 MPa and 60 MPa both tensile together with a shear stress of 30 MPa, acting on two mutually perpendicular planes. Locate the principal planes and principal stresses. Also find the maximum shear stress.
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Official Gujarat Technological University (GTU) examination paper and step-by-step solutions for Mechanics of Solids (MOS) (Winter 2024, B.E. · Common Engineering, Sem 3). Features complete 70-mark regular & remedial examination pattern, official marking distribution across all 5 questions, and direct 1-click official PDF download.
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