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1
GATE ME 2008
MCQ (Single Correct Answer)
+2
-0.6
For the component loaded with a force $$F$$ as shown in the figure, the axial stress at the corner point $$P$$ is GATE ME 2008 Strength of Materials - Pure Bending Question 8 English
A
$${{F\left( {3L - b} \right)} \over {4{b^3}}}$$
B
$${{F\left( {3L + b} \right)} \over {4{b^3}}}$$
C
$${{F\left( {3L - 4b} \right)} \over {4{b^3}}}$$
D
$${{F\left( {3L - 2b} \right)} \over {4{b^3}}}$$
2
GATE ME 2006
MCQ (Single Correct Answer)
+2
-0.6
A simply supported beam of span length $$6$$m and $$75$$ mm diameter carries a udl of $$1.5$$ kN/m

What is the maximum value of bending stress?

A
$$162.98$$ MPa
B
$$325.95$$ MPa
C
$$625.95$$ MPa
D
$$651.90$$ MPa
3
GATE ME 2006
MCQ (Single Correct Answer)
+2
-0.6
A simply supported beam of span length $$6$$m and $$75$$ mm diameter carries a udl of $$1.5$$ kN/m

What is the maximum value of bending moment?

A
$$9$$ kN-m
B
$$6.75$$ kN-m
C
$$81$$ kN-m
D
$$125$$ kN-m
4
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
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GATE ME Subjects
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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