CELE Steel & Timber Design — Steel Beams: Flexure and ShearFlash Cards
If you only have 15 minutes a day for Steel Beams: Flexure and Shear in the lead-up to the CELE, spend them on these flashcards. PRC rewards reviewers who can recall a fact without a cue — that's what flashcards train, and this deck is built around exactly the cues CELE papers usually supply.
Exam context
Professional Regulation Commission (PRC) — Board of Civil Engineering runs the Civil Engineer Licensure Examination on May and November 2026. Its Steel & Timber Design section sits under a "Core" weighting, and Steel Beams: Flexure and Shear is the 3rd chapter in the 5-chapter CELE Steel & Timber Design rotation. The CELE passing mark is 70% weighted average, no sub-test below 50%, and the most recent 2026 paper drew about a meaningful share of questions from Steel & Timber Design.
Steel Beams: Flexure and Shear - Flashcards
Cards
Topic
Plastic Moment Capacity
Card Id
FC1
Topic
Lateral-Torsional Buckling
Card Id
FC2
Topic
Lateral-Torsional Buckling
Card Id
FC3
Topic
Lateral-Torsional Buckling
Card Id
FC4
Topic
Lateral-Torsional Buckling
Card Id
FC5
Topic
Section Compactness
Card Id
FC6
Topic
Shear Strength
Card Id
FC7
Topic
Shear Strength
Card Id
FC8
Topic
Lateral-Torsional Buckling
Card Id
FC9
Topic
Lateral-Torsional Buckling
Card Id
FC10
Topic
Plastic Moment Capacity
Card Id
FC11
Topic
Lateral-Torsional Buckling
Card Id
FC12
Topic
Section Compactness
Card Id
FC13
Topic
Section Compactness
Card Id
FC14
Topic
Failure Modes
Card Id
FC15
Topic
Design Methodology
Card Id
FC16
Topic
Lateral-Torsional Buckling
Card Id
FC17
Topic
Design Procedure
Card Id
FC18
Topic
Plastic Moment Capacity
Card Id
FC19
Topic
Shear Strength
Card Id
FC20
Topic
Lateral-Torsional Buckling
Card Id
FC21
Topic
Plastic Moment Capacity
Card Id
FC22
Topic
Lateral-Torsional Buckling
Card Id
FC23
Topic
Shear Strength
Card Id
FC24
Topic
Failure Modes
Card Id
FC25
Stored In
chapter_flashcards
Card Count
25
Summary Only
true
Topic Distribution
Failure Modes
2
Shear Strength
5
Design Methodology
2
Section Compactness
4
Plastic Moment Capacity
4
Lateral Torsional Buckling
8
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