Civil EngineeringWBPSC AE · SSC JE · RRB JE

Strength of Materials— Important Topics, Formulas & MCQs

Strength of Materials (SOM) is the backbone of Civil Engineering exams. It deals with how solid bodies deform and fail under loads — stress, strain, bending, shear, torsion and buckling. Almost every WBPSC AE, SSC JE and RRB JE paper draws 8–12 questions directly from SOM, and it underpins RCC, Steel and Structural Analysis as well.

Or solve the free Strength of Materials MCQ practice set — real questions with answers & explanations, no login needed.

Important topics in Strength of Materials

Simple stress & strain, Hooke's law, elastic constants (E, G, K, μ)
Shear force and bending moment diagrams (SFD/BMD)
Bending stress (flexure formula) and section modulus
Shear stress distribution in beams
Torsion of circular shafts
Principal stresses & Mohr's circle
Deflection of beams (double integration, Macaulay, moment-area)
Columns & struts — Euler's & Rankine's buckling
Strain energy & impact loading
Thin & thick cylinders
Must-know

Key concepts & formulas — Strength of Materials

Flexure formula

M/I = σ/y = E/R — relates bending moment, bending stress and radius of curvature. Section modulus Z = I/y.

Relation between E, G, K

E = 2G(1+μ) = 3K(1−2μ). A very frequently asked numerical.

Euler's buckling load

P = π²EI/Le². Effective length Le depends on end conditions (both fixed → L/2, both hinged → L, one fixed-one free → 2L).

Torsion equation

T/J = τ/r = Gθ/L for circular shafts. Polar moment J = πd⁴/32 (solid).

Exam relevance

Typically the single highest-scoring subject (8–12 questions in WBPSC AE / SSC JE). High return on study time because the concepts repeat across RCC and Steel.

Study tip

Master SFD/BMD and the flexure formula first — they unlock bending stress, deflection and design questions across multiple subjects.

Worked example

Sample Strength of Materials MCQ

A simply supported beam of span L carries a central point load W. The maximum deflection is:

A. WL³/48EI
B. 5WL³/384EI
C. WL³/3EI
D. WL³/192EI
Answer: A. For a central point load on a simply supported beam, δmax = WL³/48EI at mid-span. (5wL⁴/384EI is for a UDL; WL³/3EI is for a cantilever tip load.)

Common mistakes to avoid

Confusing point-load deflection (∝ L³) with UDL deflection (∝ L⁴).
Using the wrong effective length for columns — both-fixed = L/2, both-hinged = L, fixed-free = 2L.
Sign errors in BMD — sagging positive, hogging negative.
Forgetting that a square section has the same I about every centroidal axis (relevant for rotated sections).