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Structural Analysis

Structural Analysis
The number of independent equations to be satisfied for static equilibrium in a space structure is

7
8
9
6

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Structural Analysis
A pin-jointed plane frame is unstable if (where m is number of members, r is reaction components and j is number of joints)

None of these
m + r = 2j
(m + r)>2j
(m + r)<2j

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Structural Analysis
A load W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is

0.20 Wl
0.25 Wl
0.24 Wl
0.16 Wl

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Structural Analysis
The fixed support in a real beam becomes in the conjugate beam a

Roller support
Free end
Fixed support
Hinged support

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Structural Analysis
For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust

is decreased
becomes zero
remains unchanged
is increased

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Structural Analysis
In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as

L/3EI
L/2EI
L/EI
L/4EI

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