Study Material for Theory of Structures.
Mock tests for Theory of Structures.
Theory of Structures carries 8–12% weightage in GATE Civil and 15–20 questions in ESE Prelims Paper II. Analysis of indeterminate structures using slope deflection, moment distribution, and influence lines are the core exam topics.
These topic-wise mock tests cover the complete Structural Analysis syllabus for GATE Civil, ESE, and SSC JE — from statically determinate structures to matrix methods and plastic analysis. Each free test has 10 MCQs with detailed explanations.
Theory of Structures (Structural Analysis) for GATE and ESE covers: statically determinate structures (trusses, beams, frames), influence lines, cables and arches, energy methods (virtual work, strain energy, Castigliano's theorems), force method (compatibility/flexibility method), displacement method (slope-deflection, moment distribution), matrix methods (stiffness and flexibility matrices), moving loads, and plastic analysis of structures.
These tests are ideal for undergraduate civil engineering students and candidates preparing for GATE Civil Engineering, ESE Prelims, SSC JE Civil, state PSC/PWD exams, and any other civil engineering competitive examination. All tests are completely free — no account needed.
Structural Analysis (Theory of Structures) carries approximately 8–12% of GATE Civil Engineering marks, typically 8–12 marks out of 100. Topics like moment distribution method, virtual work, influence lines, and matrix stiffness method are frequently asked. It is one of the core subjects that contributes significantly to GATE Civil scores.
In ESE Prelims Paper II (Civil Engineering), approximately 15–20 questions come from Structural Analysis, making it one of the highest-weighted subjects at 30–40 marks out of 300. These questions cover determinate and indeterminate structures, energy methods, and matrix structural analysis.
A statically determinate structure can be fully analysed using equilibrium equations alone (degree of static indeterminacy = 0). Examples include simply supported beams and simple trusses. An indeterminate (hyperstatic) structure has a degree of indeterminacy greater than 0, requiring compatibility conditions along with equilibrium — solved using moment distribution, slope-deflection, or matrix stiffness methods. Examples include fixed beams and continuous beams.