Examoogle
ExamsTest SeriesCBATRank CheckPrevious Year PapersPassBook StoreMy BooksAI Tutor
ЁЯЫТ0
рдЕA
Examoogle

India's most trusted platform for competitive exam PDF books. Expert-authored, watermark-protected, instant access.

Exams & Practice
All Exams & SyllabusMock Test SeriesPrevious Year PapersPractice Questions (MCQs)Recruitment Notifications
Quick Links
Examoogle AI TutorExam NewsBook StoreMy BooksLogin / Sign Up
Support
About UsRefund PolicyPrivacy PolicyTerms of UseContact Us
┬й 2026 Examoogle. India's #1 competitive exam AI tutor.
ЁЯФТ SSL SecuredЁЯУ▒ UPI AcceptedЁЯз╛ GST Invoice
Examoogle

Join 60,000+ competitive exam aspirants

or with email
By continuing, you agree to ourTerms of Service&Privacy Policy
Your Cart
SubtotalтВ╣0
TotalтВ╣0
Examoogle тАв User тАв info@examoogle.com тАв EE-2024-8821
Chapter 1 of 12 тАв Page 1 of 248ЁЯФТ Protected PDF тАв Watermarked
Back to Practice Questions
CivilStructural Mechanics-II
PrevNext

At the both ends of simply supported beam, deflection is __________ and slope is ___________.

A

Maximum, Maximum

B

Zero, Maximum

C

Maximum, Zero

D

Zero, Zero

Correct Answer

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

Zero, Maximum

Quick Summary:

In a simply supported beam, the supports are rigid, preventing vertical displacement at the ends; thus, the deflection is zero. However, the beam is free to rotate at these supports, leading to a non-zero, maximum value for the slope.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

In a simply supported beam, the supports are rigid, preventing vertical displacement at the ends; thus, the deflection is zero. However, the beam is free to rotate at these supports, leading to a non-zero, maximum value for the slope.

ЁЯФв Key Formulas

y=0y = 0y=0 тАФ Deflection at support

╬╕=dydxтЙа0\theta = \frac{dy}{dx} \neq 0╬╕=dxdyтАЛюАа=0 тАФ Slope at support

тЪЩя╕П Working Principle

The support conditions in a simply supported beam provide only vertical reaction forces and no moment resistance. Consequently, the boundary conditions at the ends (x=0x=0x=0 and x=Lx=Lx=L) are defined as y(0)=0y(0)=0y(0)=0 and y(L)=0y(L)=0y(L)=0. Because there is no rotational restraint (moment), the curvature and the slope ╬╕=dydx\theta = \frac{dy}{dx}╬╕=dxdyтАЛ reach their extreme values at these boundaries.

ЁЯУМ Key Points
  • тЦ╕

    A simply supported beam acts as a pin support at one end and a roller at the other.

  • тЦ╕

    Pin/Roller supports permit rotation, leading to maximum slope.

  • тЦ╕

    Boundary conditions for deflection are fixed by the immovable nature of the supports.

тЬЕ Advantages
  • тЦ╕

    Easy to analyze statically

  • тЦ╕

    Clear behavior under symmetrical loading

тЭМ Disadvantages / Limitations
  • тЦ╕

    High bending moment at the center

  • тЦ╕

    Large slopes at the supports compared to fixed beams

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Standard bridge girders

  • тЦ╕

    Floor joists in building construction

ЁЯУД Additional Information
  • тЦ╕

    At mid-span of a symmetrically loaded simply supported beam, the slope is zero and the deflection is maximum.

  • тЦ╕

    Option D represents a Fixed Beam (or Cantilever support), where both slope and deflection are constrained to zero.

ЁЯУК Diagram / Illustration
Simply Supported BeamDeflection=0Deflection=0Slope (╬╕) is maximum here
тЬЕ

B is correct тАФ Simply supported beams have zero vertical displacement due to supports, but allow free rotation, resulting in maximum slope at the endpoints.

Core Concepts Used
Click any tag to open in AI Tutor
Boundary Conditions Beam Deflection Theory Structural Support Types
ЁЯТб EXAM TIP

Always remember the boundary conditions: Fixed support implies ╬╕=0\theta = 0╬╕=0 and y=0y = 0y=0, while Simply Supported implies y=0y = 0y=0 but ╬╕тЙа0\theta \neq 0╬╕юАа=0.

Related Questions

CivilStructural Mechanics-II
In Mohr's circle method, compressive direct stress is represented on ____
CivilStructural Mechanics-II
The graphical method of Mohr's circle represents shear stress (τ) on ______
CivilStructural Mechanics-II
Which of the following stresses can be determined using Mohr's circle method?
CivilStructural Mechanics-II
The angle of obliquity is equal to
CivilStructural Mechanics-II
The angle made by resultant stress with normal stress is called an ______________.

Discussion (0)

Loading discussion...
PrevNext