1
GATE ME 2005
MCQ (Single Correct Answer)
+2
-0.6
A cantilever beam has the square cross section of 10 mm $$ \times $$ 10 mm. It carries a transverse load of 10 N. Considering only the bottom fibres of the beam, the correct representation of the longitudinal variation of the bending stress is GATE ME 2005 Strength of Materials - Pure Bending Question 3 English
A
GATE ME 2005 Strength of Materials - Pure Bending Question 3 English Option 1
B
GATE ME 2005 Strength of Materials - Pure Bending Question 3 English Option 2
C
GATE ME 2005 Strength of Materials - Pure Bending Question 3 English Option 3
D
GATE ME 2005 Strength of Materials - Pure Bending Question 3 English Option 4
2
GATE ME 2005
MCQ (Single Correct Answer)
+2
-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 2 English

The maximum bending moment occurs at

A
Location B
B
2675 mm to the right of A
C
2500 mm to the right of A
D
3325 mm to the right of A
3
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: GATE ME 1988 Strength of Materials - Pure Bending Question 8 English
A
Maximum near the fixed end
B
Maximum at $$x = {1 \over 2}L$$
C
Maximum at $$x = {2 \over 3}L$$
D
Uniform throughout the length
4
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. GATE ME 1987 Strength of Materials - Pure Bending Question 9 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
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