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Structural Analysis

Structural Analysis
The degree of kinematic indeterminacy of a pin-jointed space frame is (where m, r and j have their usual meanings)

j-3r
j-2r
2j-r
3j-r

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Structural Analysis
A rigid-jointed plane frame is stable and statically determinate if (where m is number of members, r is reaction components and j is number of joints)

(m + 3r) = 3j
(m + r) = 3j
(3m + r) = 3j
(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

0.24 Wl
0.20 Wl
0.25 Wl
0.16 Wl

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Structural Analysis
The maximum bending moment due to a train of wheel loads on a simply supported girder

Never occurs under a wheel load
None of these
Always occurs at centre of span
Always occurs under a wheel load

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

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

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

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MORE MCQ ON Structural Analysis

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