Civil & Structural Mechanics Simulators Hub & Curricular Syllabus (CE-320)
Truss axial stress distribution, Euler-Bernoulli beam deflection under uniform distributed loads, and seismic response spectra.
Department Syllabus Overview & Curricular Subfields
The Civil & Structural Mechanics curriculum covers key fundamental and advanced topics across undergraduate and postgraduate coursework. Interactive solvers replace static derivations with live dynamic parameter testing:
Referenced International Consensus Standards (12)
Mathematical boundaries, physical tolerance thresholds, and sizing criteria across Civil & Structural Mechanics conform to published industry codes:
Interactive Engineering Simulators (6 Active Workbenches)
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Euler-Bernoulli Beam Deflection, Shear & Moment →
AISC 360 / Eurocode 3 • Fundamentals LevelCalculate Shear Force Diagrams (SFD), Bending Moments (BMD), and elastic deflection profiles.
Governing Formulation: `EI (d^4 w / dx^4) = q(x), σ_max = (M_max y / I)`Standard: AISC 360-16 / Eurocode 3 (EN 1993-1-1) / ASTM A36 (Structural Steel Design) -
Warren & Pratt Truss Bridge Analysis →
AASHTO LRFD • Intermediate LevelSolve Method of Joints 2D nodal equilibrium under moving deck truck live loads and check Euler buckling.
Governing Formulation: `∑ vec(F)_node = 0, P_cr = (π^2 E I / (K L)^2)`Standard: AASHTO LRFD Bridge Design Specifications / AISC 360-16 / Eurocode 1 (EN 1991-2) -
Seismic Base Isolation & Dynamic Multi-Story Response →
ASCE 7-22 / Eurocode 8 • Advanced LevelCompare conventional fixed-base vs elastomeric Lead-Rubber Bearing (LRB) building lateral drift.
Governing Formulation: `M ü + C u̇ + K u = -M ü_g(t), T_n = 2π √((m / k))`Standard: ASCE 7-22 Chapter 17 / FEMA P-1051 / Eurocode 8 (EN 1998-1) -
Mohr’s Circle of Stress & Soil Shear Slip Failure →
ASTM D3080 / Eurocode 7 • Intermediate LevelTransform 2D normal and shear stresses to principal axes (σ₁, σ₂) and evaluate Coulomb failure envelopes.
Governing Formulation: `τ_f = c + σ_n tan φ, R = √(((σ_x - σ_y / 2))^2 + τ_xy^2)`Standard: ASTM D3080 / BS 1377-7 / Eurocode 7 (EN 1997-1) (Direct Shear & Soil Triaxial Tests) -
Reinforced Concrete Beam Flexural Design & Whitney Stress Block →
ACI 318-19 / Eurocode 2 • Intermediate LevelCalculate nominal moment capacity Mn, Whitney block depth a, rebar strain εt, and tension-controlled safety.
Governing Formulation: `M_n = A_s f_y (d - (a / 2)), a = (A_s f_y / 0.85 f'_c b), c = (a / β_1), ε_t = 0.003 (d - c / c)`Standard: ACI 318-19 (Building Code Requirements for Structural Concrete) / Eurocode 2 (EN 1992-1-1) -
Euler Column Buckling & P-Delta Instability →
Core Fundamentals • Intermediate LevelCalculate elastic critical bifurcation loads, effective length K factors, and non-linear P-Δ amplification.
Governing Formulation: `P_cr = (π^2 E I / (K L)^2), σ_cr = (π^2 E / λ^2), λ = (K L / r)`Standard: AISC 360-16 Section E3 / Eurocode 3 (EN 1993-1-1) / ASTM E9 (Compressive Testing & Column Instability)