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Chapter 1 of 12 • Page 1 of 248🔒 Protected PDF • Watermarked
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CivilStructural Mechanics-II
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At the fixed end of cantilever beam, deflection is __________ and slope is ___________.

A

Maximum, Maximum

B

Zero, Maximum

C

Maximum, Zero

D

Zero, Zero

Correct Answer

⚙️ TE • Technical Concept & PrincipleCivilStructural Mechanics-II
Option D

Zero, Zero

Quick Summary:

At the fixed support of a cantilever beam, the structure is constrained in all degrees of freedom including displacement and rotation. Consequently, both the deflection (translational movement) and the slope (rotational movement) are zero.

⚙️TETechnical SolutionConcept & Principle
💡 Explanation

At the fixed support of a cantilever beam, the structure is constrained in all degrees of freedom including displacement and rotation. Consequently, both the deflection (translational movement) and the slope (rotational movement) are zero.

🔢 Key Formulas

y∣x=0=0y|_{x=0} = 0y∣x=0​=0 — Deflection at fixed end

dydx∣x=0=0\frac{dy}{dx}|_{x=0} = 0dxdy​∣x=0​=0 — Slope at fixed end

⚙️ Working Principle

A cantilever beam has a rigid connection (clamped support) at one end. This boundary condition mathematically requires the displacement y=0y = 0y=0 and the rotation dydx=0\frac{dy}{dx} = 0dxdy​=0 at the fixed support location x=0x = 0x=0. This rigid restraint prevents any vertical movement or bending curvature at the point of attachment.

📌 Key Points
  • ▸

    A cantilever beam is defined by one end being fixed and the other end being free.

  • ▸

    Boundary conditions for a fixed end are derived from the fact that it is a rigid connection.

  • ▸

    The maximum deflection and slope for a cantilever beam under point load occur at the free end.

✅ Advantages
  • ▸

    Provides structural stability by restricting all movement at the support.

  • ▸

    Simplifies the calculation of reactions as the fixity provides reactive moments and forces.

❌ Disadvantages / Limitations
  • ▸

    High stress concentration at the fixed end requires heavy reinforcement in RC beams.

  • ▸

    Susceptible to cracking at the support due to the high bending moment.

🛠️ Applications / Uses
  • ▸

    Balcony projections

  • ▸

    Overhanging building components

  • ▸

    Airplane wings

📄 Additional Information
  • ▸

    For a cantilever beam of length LLL with a point load PPP at the free end, deflection at free end is PL33EI\frac{PL^3}{3EI}3EIPL3​ and slope is PL22EI\frac{PL^2}{2EI}2EIPL2​.

  • ▸

    Option A is incorrect because maximum deflection/slope occur at the free end, not the fixed end.

📊 Diagram / Illustration
Cantilever Boundary ConditionsFixed EndDeflection (y) = 0
Slope(dydx)=0Slope ((dy / dx)) = 0Slope(dxdy​)=0
✅

D is correct — At the fixed end of a cantilever beam, the boundary conditions constrain both deflection and rotation to zero.

Core Concepts Used
Click any tag to open in AI Tutor
Boundary Conditions Structural Mechanics Cantilever Beam Theory
💡 EXAM TIP

Remember: Fixed support = Zero displacement & Zero rotation; Pin/Hinged support = Zero displacement & Non-zero rotation.

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