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Back to Practice Questions
CivilStructural Mechanics-II
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In fixed beam the maximum deflection at __________ is reduced.

A

Centre

B

Supports

C

At point of loading

D

Throughout

Correct Answer

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

Centre

Quick Summary:

In a fixed (encastr├й) beam, the rotational restraint provided at the supports significantly reduces the central deflection compared to a simply supported beam ┬╖ This end-fixity generates internal moments that oppose the curvature, thereby increasing the stiffness of the beam structure.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

In a fixed (encastr├й) beam, the rotational restraint provided at the supports significantly reduces the central deflection compared to a simply supported beam ┬╖ This end-fixity generates internal moments that oppose the curvature, thereby increasing the stiffness of the beam structure.

ЁЯФв Key Formulas

╬┤max,fixed=PL3192EI\delta_{max, fixed} = \frac{PL^3}{192EI}╬┤max,fixedтАЛ=192EIPL3тАЛ тАФ Maximum deflection at center for a point load P at center of a fixed beam

╬┤max,simple=PL348EI\delta_{max, simple} = \frac{PL^3}{48EI}╬┤max,simpleтАЛ=48EIPL3тАЛ тАФ Maximum deflection at center for a point load P at center of a simply supported beam

тЪЩя╕П Working Principle

The end-fixity prevents rotation at the supports (╬╕=0\theta = 0╬╕=0), leading to the development of fixing moments ┬╖ These moments act in opposition to the sagging moment caused by external loads, resulting in a net reduction in the bending moment and consequently a reduction in the central deflection by a factor of 4 for a central point load.

ЁЯУМ Key Points
  • тЦ╕

    Fixed beams are statically indeterminate to the second degree.

  • тЦ╕

    The rotational restraint at the supports reduces the maximum deflection by 75% compared to simply supported beams.

  • тЦ╕

    Fixing moments at the supports in a fixed beam with a central load are тИТPL/8-PL/8тИТPL/8.

тЬЕ Advantages
  • тЦ╕

    Higher stiffness and lower deflection.

  • тЦ╕

    Improved structural stability and load-carrying capacity.

тЭМ Disadvantages / Limitations
  • тЦ╕

    Sensitive to support settlement/subsidence.

  • тЦ╕

    Thermal stresses are induced due to restricted expansion.

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Continuous slab construction.

  • тЦ╕

    Integrated structural frames where beam-column joints are rigid.

ЁЯУД Additional Information
  • тЦ╕

    The deflection at the supports of a fixed beam is always zero due to the support conditions.

  • тЦ╕

    Option B (Supports) is incorrect because supports in a fixed beam have zero displacement by definition, so 'reduced' implies a relative change in a non-zero value, which refers to the span center.

ЁЯУК Diagram / Illustration
Deflection Comparison (Central Load P)
$╬┤fixed=PL3192EI\delta_{fixed} = (PL^3 / 192EI)╬┤fixedтАЛ=192EIPL3тАЛ$
╬┤_simply\ supported =[PL┬│] / 48EI
тЬЕ

A is correct тАФ The rotational restraint at the supports of a fixed beam reduces the central deflection significantly compared to a simply supported beam.

Core Concepts Used
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Structural Indeterminacy Flexural Rigidity Boundary Conditions
ЁЯТб EXAM TIP

Always remember that for any point load, the ratio of maximum deflection between a simply supported beam and a fixed beam of the same span is 4:1.

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