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CivilStructural Mechanics-II
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Continuous beam is ________________.

A

Determinate

B

Statically determinate

C

Statically indeterminate

D

None of these

Correct Answer

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

Statically indeterminate

Quick Summary:

A continuous beam is a structural member supported by more than two supports, creating multiple spans. Because the number of reaction components at the supports exceeds the available number of independent equilibrium equations, it is classified as statically indeterminate.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

A continuous beam is a structural member supported by more than two supports, creating multiple spans. Because the number of reaction components at the supports exceeds the available number of independent equilibrium equations, it is classified as statically indeterminate.

ЁЯФв Key Formulas

Ds=RтИТ3D_s = R - 3DsтАЛ=RтИТ3 тАФ where RRR is the total number of reaction components, representing degree of static indeterminacy for plane structures.

MaL1+2Mb(L1+L2)+McL2=тИТ6A1x╦Й1L1тИТ6A2x╦Й2L2M_a L_1 + 2M_b(L_1 + L_2) + M_c L_2 = -\frac{6A_1 \bar{x}_1}{L_1} - \frac{6A_2 \bar{x}_2}{L_2}MaтАЛL1тАЛ+2MbтАЛ(L1тАЛ+L2тАЛ)+McтАЛL2тАЛ=тИТL1тАЛ6A1тАЛx╦Й1тАЛтАЛтИТL2тАЛ6A2тАЛx╦Й2тАЛтАЛ тАФ Clapeyron's Theorem of Three Moments.

тЪЩя╕П Working Principle

In a continuous beam, the internal forces (bending moments and shear forces) cannot be determined by the equations of static equilibrium alone (sumFx=0,sumFy=0,sumM=0\\sum F_x = 0, \\sum F_y = 0, \\sum M = 0sumFxтАЛ=0,sumFyтАЛ=0,sumM=0). Solving such a structure requires supplementary compatibility equations that account for material deformation, such as the Theorem of Three Moments or the Slope-Deflection Method.

ЁЯУМ Key Points
  • тЦ╕

    A beam with nnn spans over n+1n+1n+1 supports is typically statically indeterminate of degree (nтИТ1)(n-1)(nтИТ1).

  • тЦ╕

    Statically indeterminate structures redistribute stresses if one support settles or yields.

  • тЦ╕

    These structures are generally more rigid and economical in terms of material usage compared to simply supported beams.

тЬЕ Advantages
  • тЦ╕

    Higher structural stiffness and lower mid-span deflection

  • тЦ╕

    Economical as it allows for smaller section sizes due to moment redistribution

тЭМ Disadvantages / Limitations
  • тЦ╕

    Sensitive to support settlements which induce additional parasitic stresses

  • тЦ╕

    Temperature changes and fabrication errors cause secondary stresses

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Bridge decks over multiple piers

  • тЦ╕

    Multi-span reinforced concrete floor beams

  • тЦ╕

    Continuous slab foundations

ЁЯУД Additional Information
  • тЦ╕

    A beam with two supports is statically determinate; adding a third support makes it statically indeterminate of the 1st degree.

  • тЦ╕

    Option A and B are identical in technical meaning (both imply determinacy), whereas the continuous nature inherently introduces redundant reactions.

ЁЯУК Diagram / Illustration
Static Indeterminacy Check
Degree of Indeterminacy (DsD_sDsтАЛ)
Ra+Rb+RcтИТ3R_a + R_b + R_c - 3RaтАЛ+RbтАЛ+RcтАЛтИТ3
тЬЕ

C is correct тАФ Continuous beams possess more reaction components than static equilibrium equations, rendering them statically indeterminate.

Core Concepts Used
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Static Indeterminacy Equilibrium Equations Compatibility Conditions Redundant Reactions
ЁЯТб EXAM TIP

For competitive exams, always remember that 'continuous' implies Ds>0D_s > 0DsтАЛ>0. If you see a beam with nnn supports and no internal hinges, the degree of indeterminacy is RтИТ3R-3RтИТ3.

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