Skip to content
  • Civil & Structural Engineering Tutorials
  • Blog posts
  • linear Algebra -Matrices
  • Discrete Math
  • Engineering Economy
  • First moment of area-plain shapes
  • First moment of area-round shapes
  • Introduction to Structural Steel
  • Mechanics of materials
    • Discontinuity functions
    • Videos for discontinuity function.
  • Numerical analysis
    • Introduction to Interpolation
    • Solution of linear systems
    • Solving non linear equations
  • Bolted Connection
  • Compression Members
  • Steel Beams
    • Elastic and plastic sections
    • local buckling
    • Bending of non-compact sections
    • Block shear for beams-coped
    • Built up sections
    • Cb the coefficient of bending
    • lateral torsional buckling
    • Design a steel beam using Table 3-10
    • Shear for steel beams
    • Deflection for steel beams
    • Nominal loads-Plastic theory
  • Tension Members
  • Second moment of area for plain shapes
  • Maximum value of Ix and Iy
  • Videos for the Second moment of area
  • Videos for maximum moment of inertia
  • Courses BY SAMAAH SULTAN
  • Civil & Structural Engineering Tutorials
  • Blog posts
  • Contact me

AISC Tables 9-3a-b and c.

An introduction to the three AISC Tables 9-3a-b and c. Get the different block shear components for tension rupture, shear yielding and shear rupture.

20-AISC Tables 9-3a,b, and C for Block shear-coped beam.

January 26, 2026March 17, 2023 by Maged kamel
Brief data for post -20- Solved problem for coped beam using tables.

AISC Tables 9-3a,b, and C for the block shear-coped beam. Table 9-3a is for Tensile rupture. Table 9-3b is for Shear yielding and 9-3c is for Shear rupture.

Categories Block shear for beams-coped Tags AISC Tables 9-3a-b and c.

Categories

© 2026 "Engineering Oasis" • Built with GeneratePress