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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 4 English
A
GATE ME 2005 Strength of Materials - Pure Bending Question 4 English Option 1
B
GATE ME 2005 Strength of Materials - Pure Bending Question 4 English Option 2
C
GATE ME 2005 Strength of Materials - Pure Bending Question 4 English Option 3
D
GATE ME 2005 Strength of Materials - Pure Bending Question 4 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 magnitude of bending stress (in MPa) is given by

A
60.0
B
67.5
C
200.0
D
225.0
3
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 3 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
4
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 9 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
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Engineering Mechanics
Engineering Mechanics Static and Dynamics
Machine Design
Bolted Riveted and Welded Joints Design For Static Loading Design of Brakes and Clutches Design of Spur Gears Design of Bearings Fatigue Strength
Strength of Materials
Springs Pure Bending Stresses In Beams Simple Stress and Strain Complex Stresses Moment of Inertia Deflection of Beams Shear Force and Bending Moment Torsion Thin Cylinders Columns and Struts Strain Energy Method
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