1

GATE ME 1988

MCQ (Single Correct Answer)

+2

-0.6

A tapered cantilever beam of constant thickness is loaded as shown in the sketch below. The bending stress will be:

2

GATE ME 1987

Subjective

+2

-0

A 6 metre long supported wooden beam of rectangular section 10 cm $$ \times $$ 20 cm deep is strengthened by mild steel plates 0.5 cm $$ \times $$ 10 cm wide at the top and bottom fibre over the entire length. Find the minimum supportable uniformly distributed load considering failures in steel and wood due to flexure. Weakening of wood due to screws and weakening of the steel plates due to drilled holes may be ignored.

Permissible tensile stress for steel = 156.8 N/mm

Permissible tensile stress for steel = 14.89 N/mm

Young's modulus of mild steel = 1.96 $$ \times $$ 10

Young's modulus of wood = 0.117 $$ \times $$ 10

Permissible tensile stress for steel = 156.8 N/mm

^{2}Permissible tensile stress for steel = 14.89 N/mm

^{2}Young's modulus of mild steel = 1.96 $$ \times $$ 10

^{5}N/mm^{2}Young's modulus of wood = 0.117 $$ \times $$ 10

^{5}N/mm^{2}Questions Asked from Pure Bending (Marks 2)

Number in Brackets after Paper Indicates No. of Questions

GATE ME Subjects

Engineering Mechanics

Strength of Materials

Theory of Machines

Engineering Mathematics

Machine Design

Fluid Mechanics

Turbo Machinery

Heat Transfer

Thermodynamics

Production Engineering

Industrial Engineering

General Aptitude