Day 5 of 11 — Class 5

Bridge Portal
Continued

Complete the bridge portal model. Add moving load cases, interpret influence line output, and finalize AASHTO load combinations. Day 6 is Exam 1 — make sure your model is saved.

AASHTO Moving Loads Influence Lines Exam Prep
— Note

Day 6 is Exam 1

Day 5 is the last class before Exam 1. The exam covers Days 1–5: ETABS basics, beam analysis, and bridge portal with AASHTO loading.

⚠ Exam 1 — Day 6  |  Topics: ETABS interface, beam models, portal frames, AASHTO HL-93, load combinations (Strength I)
01 — Why

Why does truck position matter so much?

The AASHTO code requires you to position moving loads to produce the maximum effect at each critical section. Doing this by hand is error-prone — ETABS does it automatically with moving load cases.

Content Coming Soon What an influence line actually shows: if a unit load is at position x, the influence line gives you the moment/shear/reaction at the critical section. Truck loading = convolving the truck axle pattern with the influence line.
02 — Concept

Moving load analysis in ETABS

ETABS can automatically step the HL-93 truck across the span and find the envelope of maximum and minimum effects at every section.

Content Coming Soon Define → Load Cases → Moving Load. Vehicle class HL-93. Lane width, direction, and step size. How ETABS reports the critical position.
03 — Walkthrough

Step-by-step: Complete the bridge model

Pick up from the Day 4 file. Add the moving load case and generate force envelopes.

Detailed Steps Coming Soon Adding vehicle lane definition. Running moving load analysis. Displaying moment envelope (max + min). Reading column axial force and base moment under Strength I combo.
04 — Check Yourself

Exam 1 self-assessment

Run through these without ETABS open. If you can't answer, review the relevant day.

Exam Review Questions Coming Soon 10 short questions covering: ETABS grid setup, load pattern vs. load case vs. load combination, HL-93 axle weights, Strength I combination factors, portal frame behaviour under horizontal load.