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Structural Analysis

Structural Analysis
A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be

8 kN.m
30 kN.m
15 kN.m
60 kN.m

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Structural Analysis
The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formulat = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is

The diameter of the base
The dimension of the base
The reduced diameter of the column
The diameter of the top

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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

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

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Structural Analysis
Muller Breslau’s principle for obtaining influence lines is applicable to i) trusses ii) statically determinate beams and frames iii) statically indeterminate structures, the material of which is elastic and follows Hooke’s law iv) any statically indeterminate structure The correct answer is

(i), (ii) and (iv)
(i) and (ii)
only (i)
(i), (ii) and (iii)

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Structural Analysis
In the slope deflection equations, the deformations are considered to be caused by i) bending moment ii) shear force iii) axial force The correct answer is

(i), (ii) and (iii)
(ii) and (iii)
only (i)
(i)and(ii)

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Structural Analysis
Number of unknown internal forces in each member of a rigid jointed plane frame is

6
3
4
9

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