1
GATE ME 2008
+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
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
+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
+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
+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
A
B
C
D
GATE ME Subjects
EXAM MAP
Medical
NEET