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Q1. | The three moments equation is applicable only when |

A. | the beam is prismatic [Wrong Answer] |

B. | there is no settlement of supports [Wrong Answer] |

C. | there is no discontinuity such as hinges within the span [Correct Answer] |

D. | the spans are equal [Wrong Answer] |

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

⇒ The truss can be analysed by the methods of joints when the number of unknown at a joint is equal to

1

2

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4

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

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two-third of the sum of thickness of both the leaves

actual thickness of the stronger leaf

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⇒ For masonry built in 1:1:6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is

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⇒ The thickness of each leaf of a cavity wall shall not be less than

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⇒ When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies

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more than the left half span

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

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⇒ A 200 mm thick wall made of modular bricks is 5 m long between cross walls and 3.8 m clear height between RCC slabs at top and bottom. The slenderness ratio of the wall is

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⇒ The width of the analogous column in the method of column analogy is

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⇒ The three moments equation is applicable only when

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there is no discontinuity such as hinges within the span

the spans are equal

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1 and 2 are correct

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1