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Q1. | Which of the following methods of structural analysis is a displacement method ? |

A. | moment distribution method [Correct Answer] |

B. | column analogy method [Wrong Answer] |

C. | three moment equation [Wrong Answer] |

D. | none of the above [Wrong Answer] |

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Explanation:-
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**Also Read Similar Questions Below :**

⇒ 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

0.16 Wl

0.20 Wl

0.24 Wl

0.25 Wl

⇒ The degree of static indeterminacy up to which column analogy method can be used is

2

3

4

unrestricted

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

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increase and increase

decrease and increase

decrease and decrease

⇒ For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust

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is decreased

remains unchanged

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⇒ The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in

vertical direction

horizontal direction

inclined direction

the direction in which the deflection is required

⇒ The timber floor not spanning on the masonry wall but properly anchored to the wall gives

lateral restraint but not rotational restraint

rotational restraint but not lateral restraint

both lateral and rotational restraints

neither lateral nor rotational restraint

⇒ For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is

0.211 L

0.25 L

0.234 L

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

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⇒ If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by

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m + r - 2j

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⇒ For earthquake resistant masonry buildings, where seismic coefficient is less than 0.08, the horizontal distance between two openings shall not be less than

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⇒ Principle of superposition is applicable when

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material obeys Hooke's law

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none of the above

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providing a deeper foundation

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⇒ In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as

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⇒ The moment distribution method in structural analysis can be treated as

Force method

Displacement method

Flexibility method

None of these