Roll No_________
STRUCTURAL MECHANICS
5th
Exam /Civil/5162/May’09
Duration 3 Hrs.
Section –A
1.
Fill in the blanks
a.
The ratio of lateral strain to linear strain is
known as _______
b.
The load acting at a point is known as _______
c.
The point of contra flexure is also called
_______
d.
The unit of moment of inertia is _________
e.
Moment of resistance = ________ x section
modulus.
f.
The axial load produces only _________ stress
g.
A dam is a structure constructed to store
________ on one of its faces.
h.
The shear stress at the neutral axis _________
i.
Te strength of a column depends upon
__________the ratio.
j.
In case of fixed beam, the deflection is zero at
_______
Section –B
Note: attempt any five questions
2.
a.
Differentiate between plastic material and
brittle materials.
b.
Explain stress and give the units of stress
c.
Explain parallel axis theorem
d.
Explains section modulus and give its practical
utility.
e.
Give the limits of eccentricity
i.
Rectangular section
ii.
Circular section
iii.
Hollow circular section
f.
Draw the shear stress distribution diagrams of
angle section and i-section
g.
Give the conditions of equilibrium i.e.
equations of statics.
Section-C
Note : Attempt any three questions
3.
a.
Find the forces in the members AB and AC od a
truss as shown below by method of joints
b.
Explain Euler’s formula and give the limitations
for the use of Euler’s formula
4.
a.
Explain briefly the necessity for calculating
defection?
b.
A hollow circular column having external and
internal diameters of 250 mm and 200 mm respectively carries a vertical load of
100 KN at the outer edge of the column. Calculate the maximum and minimum
stress intensities in the section.
5.
Draw shear force and bending moment diagrams of
a beam as shown below.
6.
a.
Find moment of inertia of an angel 100 x 100 x
10 mm about its x-axis
b.
Explain temperature stresses when the supports
fields
7.
a.
A bar of 20 mm in square cross section is
subjected to a tensile load of 15 and the measured extension over a length of
200 mm was found to be 0.20 mm. the contraction in the lateral dimension was
0.0006 mm, determine the modulus of rigidity.
b.
Explain briefly torsion test for knowing the
strength of a material.
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