2nd Year, CIVIL

CE406PC: Structural Analysis – I CE Syllabus for B.Tech 2nd Year 2nd Sem R18 Regulation JNTUH

Structural Analysis – I detailed syllabus for Civil Engineering (CE), 2nd Year 2nd Sem R18 regulation has been taken from the JNTUH official website and presented for the B.Tech students affiliated to JNTUH course structure. For Course Code, Subject Names, Theory Lectures, Tutorial, Practical/Drawing, Credits, and other information do visit full semester subjects post given below. We make sure the result links and syllabus uploaded here is latest and up to date, also the syllabus PDF files can also be downloaded from the universities official website.

For Civil Engineering (CE) 2nd Year 2nd Sem R18 Regulation Scheme, do visit CE 2nd Year 2nd Sem R18 Scheme. The detailed syllabus for structural analysis – i is as follows.

Structural Analysis – I Subject Syllabus for CE 2nd Year 2nd Sem R18 Regulation

Pre-Requisites:

For the complete Syllabus, results, class timetable, and many other features kindly download the iStudy App
It is a lightweight, easy to use, no images, and no pdf platform to make students’s lives easier.
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Course Objectives:

The objective of the course is to

  • Differentiate the statically determinate and indeterminate structures.
  • To understand the nature of stresses developed in perfect frames and three hinged arches for various types of simple loads
  • Analyse the statically indeterminate members such as fixed bars, continuous beams and for various types of loading.
  • Understand the energy methods used to derive the equations to solve engineering problems
  • Evaluate the Influence on a beam for different static & moving loading positions

Course Outcomes:

At the end of the course the student will able to

  • An ability to apply knowledge of mathematics, science, and engineering
  • Analyse the statically indeterminate bars and continuous beams
  • Draw strength behaviour of members for static and dynamic loading.
  • Calculate the stiffness parameters in beams and pin jointed trusses.
  • Understand the indeterminacy aspects to consider for a total structural system.
  • Identify, formulate, and solve engineering problems with real time loading

UNIT – I

For the complete Syllabus, results, class timetable, and many other features kindly download the iStudy App
It is a lightweight, easy to use, no images, and no pdf platform to make students’s lives easier.
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UNIT – II

ENERGY THEOREMS: Introduction-Strain energy in linear elastic system, expression of strain energy due to axial load, bending moment and shear forces – Castigliano’s theorem-Unit Load Method – Deflections of simple beams and pin- jointed plane frames – Deflections of statically determinate bent frames.
THREE HINGED ARCHES – Introduction – Types of Arches – Comparison between Three hinged and Two hinged Arches – Linear Arch – Eddy’s theorem – Analysis of Three hinged arches – Normal Thrust and radial shear and bending moment – Geometrical properties of parabolic and circular arches – Three hinged parabolic circular arches having supports at different levels.

UNIT – III

PROPPED CANTILEVER and FIXED BEAMS: Determination of static and kinematic indeterminacies for beams- Analysis of Propped cantilever and fixed beams, including the beams with different moments of inertia – subjected to uniformly distributed load – point loads – uniformly varying load, couple and combination of loads – Shear force, Bending moment diagrams and elastic curve for Propped Cantilever and Fixed Beams – Deflection of Propped cantilever and fixed beams – effect of sinking of support, effect of rotation of a support.

UNIT – IV

For the complete Syllabus, results, class timetable, and many other features kindly download the iStudy App
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UNIT – V

MOVING LOADS and INFLUENCE LINES: Introduction maximum SF and BM at a given section and absolute maximum shear force and bending moment due to single concentrated load ,uniformly distributed load longer than the span, uniformly distributed load shorter than the span, two point loads with fixed distance between them and several point loads-Equivalent uniformly distributed load-Focal length – Definition of influence line for shear force and bending moment – load position for maximum shear force and maximum bending Moment at a section – Point loads, uniformly distributed load longer than the span, uniformly distributed load shorter than the span- Influence lines for forces in members of Pratt and Warren trusses – Equivalent uniformly distributed load -Focal length.

TEXT BOOKS:

  1. Structural Analysis Vol -I & II by V.N. Vazirani and M.M. Ratwani, Khanna Publishers.
  2. Structural Analysis Vol I & II by G.S.Pandit and S.P. Gupta, Tata McGraw Hill Education Pvt. Ltd.
  3. Structural analysis T. S Thandavamoorthy, Oxford university Press

REFERENCES:

For the complete Syllabus, results, class timetable, and many other features kindly download the iStudy App
It is a lightweight, easy to use, no images, and no pdf platform to make students’s lives easier.
Get it on Google Play.

For detailed syllabus of all the other subjects of B.Tech 2nd Year Civil Engineering (CE), visit Civil Engineering (CE) 2nd Year Syllabus Subjects.

For results of Civil Engineering (CE) 2nd Year 2nd Sem R18 Regulation, visit CE 2nd Year 2nd Sem R18 Regulation results direct link.

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