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CivilStructural Mechanics-II
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In deflection of a continuous beam, when loaded there will be convexity upwards over _________ supports.

A

End

B

Altermate

C

Intermediate

D

Every

Correct Answer

тЪЩя╕П TE тАв Technical Concept & PrincipleCivilStructural Mechanics-II
Option C

Intermediate

Quick Summary:

In a continuous beam, the bending moment at intermediate supports is negative (hogging). Negative bending moment causes the beam to curve such that the top fiber is in tension and the bottom fiber is in compression, resulting in convexity upwards.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

In a continuous beam, the bending moment at intermediate supports is negative (hogging). Negative bending moment causes the beam to curve such that the top fiber is in tension and the bottom fiber is in compression, resulting in convexity upwards.

ЁЯФв Key Formulas

M=тИТwL212M = -\frac{wL┬▓}{12}M=тИТ12wL2тАЛ тАФ Typical hogging moment at fixed/continuous support

d2ydx2=тИТMEI\frac{d^2y}{dx┬▓} = -\frac{M}{EI}dx2d2yтАЛ=тИТEIMтАЛ тАФ Relation between curvature and bending moment

тЪЩя╕П Working Principle

Due to the continuity of the beam over intermediate supports, the rotation at these points is restrained, inducing a hogging (negative) moment. According to the sign convention for bending moments, a negative moment results in a concave-down shape when viewed from the top, which geometrically manifests as 'convexity upwards' at the support cross-section.

ЁЯУМ Key Points
  • тЦ╕

    Hogging moment occurs at intermediate supports of a continuous beam.

  • тЦ╕

    The beam profile becomes concave downwards (or convex upwards) in the vicinity of negative moments.

  • тЦ╕

    End supports for a simply supported beam exhibit zero moment, thus no convexity upwards at the ends.

тЬЕ Advantages
  • тЦ╕

    Reduces the maximum span bending moment compared to simply supported beams.

  • тЦ╕

    Provides structural redundancy and better load distribution.

тЭМ Disadvantages / Limitations
  • тЦ╕

    Sensitive to support settlement.

  • тЦ╕

    Requires complex reinforcement detailing (top bars at supports).

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Multi-span highway bridges.

  • тЦ╕

    Continuous slab-beam floor systems in buildings.

ЁЯУД Additional Information
  • тЦ╕

    At the end supports, if the beam is simply supported, the moment is zero and the deflection shape is concave upwards (sagging).

  • тЦ╕

    Option B (Alternate) is incorrect as convexity upwards occurs at every intermediate support, not just alternate ones.

ЁЯУК Diagram / Illustration
Continuous Beam DeflectionIntermediate SupportConvexity upwards at support (Negative Moment)
тЬЕ

C is correct тАФ Continuous beams experience negative bending moments at intermediate supports, leading to upward convexity (hogging).

Core Concepts Used
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Hogging Moment Structural Continuity Beam Curvature
ЁЯТб EXAM TIP

Always visualize the Elastic Curve: Hogging (Negative M) = Convexity Upwards; Sagging (Positive M) = Convexity Downwards.

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