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Test: Methods of Indeterminate Analysis - 3 - Question 1

Which one of the following statements is correct? The portal method of structural analysis is generally suitable for:

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Test: Methods of Indeterminate Analysis - 3 - Question 2

Due to settlement of support at A of propped cantilever shown in the figure given below, what is the vertical reaction at B?

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Test: Methods of Indeterminate Analysis - 3 - Question 3

For the beam shown below, what are the distribution factors at joint B?

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Test: Methods of Indeterminate Analysis - 3 - Question 4

A fixed beam AB with a central hinge C is built of two components. AC is rigid and CB has a moment of inertia I. When support A yields and rotates through θ, what-is the moment at B?

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Test: Methods of Indeterminate Analysis - 3 - Question 5

For a symmetrical continuous beam as shown in the figure given below, which one of the following is correct in respect of distribution factors at B?

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Test: Methods of Indeterminate Analysis - 3 - Question 6

What is the horizontal sway of the point A of the portal frame shown in the figure given below?

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Test: Methods of Indeterminate Analysis - 3 - Question 7

What is the fixed end moment for the beam shown in the figure given below?

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Test: Methods of Indeterminate Analysis - 3 - Question 8

Unequal settlements in the supports of a statically determinate structure develop

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Test: Methods of Indeterminate Analysis - 3 - Question 9

A fixed beam of span L is carrying a point load P at its mid-span. If the moment of inertia of the middle half length is two times that of the remaining length, then the fixed end moments will be

Test: Methods of Indeterminate Analysis - 3 - Question 10

A rigid-jointed plane frame as shown below

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Test: Methods of Indeterminate Analysis - 3 - Question 11

If a point load acting at the mid-span of a fixed beam of uniform section produces fixed end moments of 60 kN-m, then the same load spread uniformly over the entire span will produce fixed end moments equal to

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Test: Methods of Indeterminate Analysis - 3 - Question 12

Consider the following statements:

Hardy Cross method of moment distribution can be applied to analyze

1. Continuous beams including non-prismatic structures

2. Continuous beams with prismatic elements

3. Structures with intermediate hinges

4. Rigid frames

Which of these statements are correct?

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Test: Methods of Indeterminate Analysis - 3 - Question 13

A plane frame is loaded as shown in figure. The rotations are indicated as θ_{B} and θ_{C} and sway is indicated by the symbol Δ. For the given frame which of the following statements is correct?

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Test: Methods of Indeterminate Analysis - 3 - Question 14

When a load is applied to a structure with rigid joints

Test: Methods of Indeterminate Analysis - 3 - Question 15

For the portal frame shown in figure below the final end moments are

M_{AB} = 15 kNm

M_{BA} = 10 kNm

M_{CD} = 20 kNm

The magnitude of end moment at D(M_{DC}) will be

Test: Methods of Indeterminate Analysis - 3 - Question 16

Bending moment diagram for the structure shown below is

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Test: Methods of Indeterminate Analysis - 3 - Question 17

The shear equation for the portal frame as shown below is

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Test: Methods of Indeterminate Analysis - 3 - Question 18

Consider the following methods:

1. Slope deflection method

2. Three moment method

3. Column analogy method

4. Kani’s method

Which of the above method(s) is/are the force method of structural analysis

Test: Methods of Indeterminate Analysis - 3 - Question 19

A two span continuous beam ABC is simply supported at A and C and is continuous over support B. Span AB = 6 m, BC = 6m. The beam carries a UDL of 2 t/m over both the spans. EI is constant for the entire beam. The fixed end moment at B in span BA or BC would be

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Test: Methods of Indeterminate Analysis - 3 - Question 20

The rotation at joint B of portal frame shown in figure for members BA and BC will be

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