Structural Analysis-I
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Structural Analysis-I Syllabus — Unit-wise Content
The official GTU curriculum for Structural Analysis-I (subject code 3140603) as prescribed for Civil Engineering · Semester 4 divides the course into 5 units, covering 41 listed topics. The unit-wise breakdown below is read from the GTU syllabus document for this subject code, so you can check what the course actually covers before deciding which papers to attempt.
Download the official syllabus PDF (3140603)Unit 1 Unit-1
- Fundamentals of Statically Determinate Structures: Basics: Types of statically determinate & indeterminate structures
- static and kinematic indeterminacy
- stability of structures
- principle of superposition
- Maxwell’s reciprocal theorems
- Framed structure : Computation of internal forces in statically determinate framed structures such as plane truss
- plane frame
- Arches and Cables : Calculation internal forces in three hinge arches with circular and parabolic shapes subjected to various types of loading
- Forces and end actions in cables due to various types of loading
- Thin cylinder: Analysis of thin cylinder and spherical vessels under pressure
Unit 2 Unit-2
- Strain energy & Displacement of Statically Determinate structures Strain Energy : Resilience
- strain energy due to axial loads & flexure
- proof resilience
- modulus of resilience
- impact loads, and sudden loads Subject Code: 3140603 Displacement : Differential equation of elastic curve
- relation between moment
- slope and deflection
- Displacement of beam by Macaulay’s method
- Moment Area Method
- Conjugate Beam Method and by strain energy using first principle (i.e equating strain enery to work done)
Unit 3 Unit-3
- Direct and Bending stresses + Column & Struts (A) Direct and Bending stresses Basics: Members subjected to eccentric loads
- middle third rule
- kernel of section
- stress distribution Applications of Direct & Bending stresses : (1) chimney subjected to wind pressure
- (2) Retaining walls subjected to earth pressure and (3) Dams subjected to hydraulic pressure
- (B) Columns and Struts Basics: Buckling of columns
- different end conditions
- effective length
- least radius of gyration Applications: Euler's and Rankine's formulae
- columns with initial curvature
- eccentrically loaded columns
- columns with lateral loading
Unit 4 Unit-4
- Statically Indeterminate beams Basics : Types of statically indeterminate beams
- Consistent Deformation method
- Basic principles for fixed beam
- basics of moment distribution method
- Propped Cantilever beam : Analysis of propped cantilever beams & beams of varying moment of inertia using Consistent Deformation Method Fixed beam : Computation of fixed-end actions for various types of loads and secondary effects using basic principles
- beams of varying moment of inertia
- Continuous beams: continuous beam up to 3 spans by Moment Distribution Method
Unit 5 Unit-5
- Computer Applications in Structural Engg
- (for Laboratory only ) Use of professional software such as STAAD-Pro, SAP, ETABS etc. for determining response of frames structure of the topics related to this course Subject Code: 3140603