GATE ME 2005 | Pure Bending Question 10 | Strength of Materials

GATE ME 2005

MCQ (Single Correct Answer)

-0.6

A mass less beam has a loading pattern as shown in figure. The beam is rectangular cross-section with a width of 30 mm and height of 100 mm. GATE ME 2005 Strength of Materials - Pure Bending Question 3 English

GATE ME 2005 Strength of Materials - Pure Bending Question 3 English

The maximum bending moment occurs at

Location B

2675 mm to the right of A

2500 mm to the right of A

3325 mm to the right of A

GATE ME 1988

MCQ (Single Correct Answer)

-0.6

A tapered cantilever beam of constant thickness is loaded as shown in the sketch below. The bending stress will be: GATE ME 1988 Strength of Materials - Pure Bending Question 9 English

GATE ME 1988 Strength of Materials - Pure Bending Question 9 English

Maximum near the fixed end

Maximum at $$x = {1 \over 2}L$$

Maximum at $$x = {2 \over 3}L$$

Uniform throughout the length

GATE ME 1987

Subjective

-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. GATE ME 1987 Strength of Materials - Pure Bending Question 10 English

GATE ME 1987 Strength of Materials - Pure Bending Question 10 English

Permissible tensile stress for steel = 156.8 N/mm²
Permissible tensile stress for steel = 14.89 N/mm²
Young's modulus of mild steel = 1.96 $$ \times $$ 10⁵ N/mm²
Young's modulus of wood = 0.117 $$ \times $$ 10⁵ N/mm²