Course Guide · Civil Engineering

CEE 330 — Structural Analysis and Design-I

Chapter guides following the course outline week by week. Each one starts from the question the topic exists to answer, builds the intuition with an analogy and something you can drag, and only then does the algebra.

4 of 7 chapters live 13 worked examples Interactive simulators Self-check quizzes

Chapters

01Week 1

Determinacy & Stability

Why equilibrium alone sometimes isn’t enough. The counting formulas for beams, frames and trusses, equations of condition, and the cases where counting lies to you.

3m + r − 3j − cEquations of condition13 presets
02Week 1

Arches & Cables

Hooke’s hanging chain inverted: the funicular shape that carries load in pure compression. Cable sag and tension, the three-hinged arch, and horizontal thrust.

H = wL²/8hFunicular shapeThrust line
03Weeks 2–3

Influence Lines

The diagram a moving load demands. Building ILs from first principles, Müller-Breslau’s shortcut, and using them for point loads, UDLs and wheel trains.

Müller-BreslauDraggable unit loadTruss ILs
04Week 4

Moving Loads

Influence lines find the worst case at a section you choose; this finds it anywhere in the beam. The moment envelope and the resultant-bisection rule.

Moment envelopeM = Rx²/L − M_leftWheel trains

Still to Come

These follow the same course outline and are not written yet — the cards are here so you can see where the series is going.

05Week 5

Wind & Earthquake Loads

BNBC 2020 in practice — velocity pressure, exposure and importance, the base shear, and how it gets distributed up a building.

BNBC 2020q_z and VStorey forces
06Weeks 6–8

Approximate Analysis

Getting a usable answer for an indeterminate frame in minutes — the portal and cantilever methods, and knowing when each assumption is safe.

Portal methodCantilever method
07Weeks 9–11

Deflections by Virtual Work

The unit-load method for beams, frames and trusses, and why a dummy load is the cleanest route to a real deflection.

Unit loadVirtual work
Read them in order if you can. The series builds: influence lines only make sense once you can tell a determinate structure from an indeterminate one, and moving loads is a direct sequel to influence lines — it asks the same question with the section unpinned. Every worked number on these pages has been checked against an independent calculation.