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Structural Analysis

Structural Analysis
The width of the analogous column in the method of column analogy is

2/EI
1/2 EI
1/4 EI
1/EI

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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
0.24 Wl
0.16 Wl
0.25 Wl

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Structural Analysis
If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from

-2 mm to +2 mm
-5 mm to +5 mm
-3 mm to +3 mm
-4 mm to +4 mm

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Structural Analysis
Effects of shear force and axial force on plastic moment capacity of a structure are respectively to

decrease and increase
increase and decrease
increase and increase
decrease and decrease

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Structural Analysis
The slenderness effect of a wall is considered if the effective height of the wall exceeds the thickness

12 times
11 times
13 times
10 times

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Structural Analysis
If in a pin-jointed plane frame (m + r) > 2j, then the frame is (Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints)

None of these
Stable and statically determinate
Stable and statically indeterminate
Unstable

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