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Slope Deflection Method Questions and Answers

1.

A fixed beam AB of span 4 m is carrying a point load of 100 N at the centre. What is the fixed end moment at support A and B?

Exam Year(s)

DSSSB JE - 2023,

Answer: C

For a fixed beam with a central point load W over a span L, the fixed-end moments are equal at both supports and equal to \(WL/8\), with a negative (hogging) sign:

\[ \begin{aligned} M_A = M_B = -\frac{WL}{8} \\ &= -\frac{100 \times 4}{8} = -50\ \text{N-m} \end{aligned} \]

The values of 3, 12 and 6 N-m are not given by this formula. The formula \(WL/4 = 100\) N-m is the central bending moment of a simply supported beam, and the sagging moment at the centre of the fixed beam is also 50 N-m.

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2.

In the displacement method of structural analysis, the basic unknowns are:

Exam Year(s)

RSMSSB JE - 2025, RSMSSB JE Agriculture - 2025, RSMSSB - 2025,

Answer: C

In the displacement method the basic unknowns are Displacement and rotations.

The displacement (stiffness) method, used in slope-deflection, moment distribution and the matrix stiffness method, takes the joint displacements and rotations as unknowns. Equilibrium equations at the joints are written in terms of them, and member forces are found afterwards.

The force (flexibility) method is the counterpart that takes forces or redundant reactions as unknowns, so options involving forces or moments describe that method instead.

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3.

In the slope- deflection equations, deformations are considered to be caused by:

Exam Year(s)

RSMSSB JE - 2025, RSMSSB - 2025,

Answer: D

The slope-deflection equations consider deformations caused by bending moments only.

The method expresses the end moments of each member in terms of joint rotations and relative settlement, using only the flexural stiffness of the members (4EI/L, 2EI/L and 6EIΔ/L2). Axial deformation of members and shear deformation are neglected because, in ordinary frames, they are small compared with bending deformation.

Any option that adds axial forces or shear forces as causes of deformation describes a more exact analysis than the slope-deflection method uses.

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