CELE Steel & Timber Design — Steel Beams: Flexure and ShearSlides
Slide deck for CELE Steel & Timber Design — Steel Beams: Flexure and Shear. These slides are built for quick visual review, highlighting the key concepts, formulas, and question patterns from this chapter of the CELE 2026 syllabus.
Exam context
For the Civil Engineer Licensure Examination, Professional Regulation Commission (PRC) — Board of Civil Engineering tests Steel & Timber Design under a "Core" label, with Steel Beams: Flexure and Shear in the 3rd slot across 5 chapters. CELE candidates must clear the 70% weighted average, no sub-test below 50% cut on the 2026 paper, which draws about a meaningful share of Steel & Timber Design questions. Date to watch: May and November 2026.
Steel Beams: Flexure and Shear - Slides
Slides
Chapter Overview: Steel Beams in Flexure and Shear
Slide Id
S1
Plastic Moment Capacity: Compact, Fully Braced Beams
Slide Id
S2
Lateral-Torsional Buckling: Overview and Limit Lengths
Slide Id
S3
Calculation of Lp: Plastic Lateral-Bracing Limit
Slide Id
S4
Worked Example: Calculating Lp for a W-Section
Slide Id
S5
Moment Gradient Factor Cb and Non-Uniform Loading
Slide Id
S6
Inelastic and Elastic LTB Regions: The Lr Limit
Slide Id
S7
Compactness Limits: Flange and Web Slenderness
Slide Id
S8
Web Shear Strength: Nominal Shear Capacity
Slide Id
S9
Worked Example: Shear Strength Calculation
Slide Id
S10
Shear Coefficient Cv for Slender Webs
Slide Id
S11
Combined Flexure and Shear Design Check
Slide Id
S12
Practical Design Workflow: Beam Selection and Verification
Slide Id
S13
Common Design Errors and Board-Exam Pitfalls
Slide Id
S14
Philippine Design Practice: NSCP 2015 and RA 544
Slide Id
S15
Summary of Key Formulas and Decision Trees
Slide Id
S16
Conclusion: Mastery of Steel Beam Flexure and Shear
Slide Id
S17
Stored In
chapter_slides
Slide Count
17
Summary Only
true
Ready to practise for the CELE 2026?
Super Tutor's AI review plan adapts to your weak areas and builds a weekly practice schedule around your target CELE exam date.