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

Steel Beams

The steel beams’ posts include categories, such as  1- Local buckling.2 Lateral torsional buckling. 3 The coefficient of bending, cb.. 4-bending of non-compact sections and others.  All these categories have practice problems.

19-Solutions for Block Shear-Coped Beam Problem

March 7, 2026November 10, 2025 by Maged kamel
Brief data for post -19- coped beam posts-solved problem-UBS=1.

The post includes A solved problem for block shear-coped beam. The solved problem includes full data for both LRFD and ASD when Ubs equals 1.

Categories Block shear for beams-coped Tags Block Shear-Coped Beam

42s-Nominal shear strength for M10x7.50.

February 25, 2026September 18, 2025 by Maged kamel
Brief illustration for post 42s--Compute nominal shear for M section.

Find the Nominal shear strength for M10x7.50. The estimation is based on CM#15 and specification 2016. An excel plot is included between h/tw and Vn.

Categories Shear for steel beams Tags Nominal shear strength for M10x7.50

41-Practice problem 5-6-1-What is the available strength for W12x65?

February 25, 2026August 12, 2025 by Maged kamel
post 41-Practice problem 5-6-1-What is the available strength for W12x65?

Practice problem 5-6-1-What is the Available strength for W12x65? The post explains how to deal with non-compact W section and get the available strength value.

Categories Bending of non-compact sections Tags Practice problem 5-6-1-What is the available strength for W12x65?

41s-Nominal shear strength for S41x121.

February 25, 2026June 18, 2025 by Maged kamel
Brief illustration for the content of post 41s-Compute nominal shear for S section

Find the Nominal shear strength for S41x121. The estimation is based on Cm#14 and specification 2010. An excel plot is included between h/tw and Vn.

Categories Shear for steel beams Tags Nominal shear strength for S41x121.

List of Steel Beam posts-part-2a

February 25, 2026June 16, 2025 by Maged kamel
List of steel beam posts part 2a

List of Steel beam Posts-part-2a for subject of Cb or the gradient coefficient for steel beams.

Categories Cb the coefficient of bending Tags Steel beam posts part-2a

40- Easy Design of steel section for continuous beam-4-4

February 25, 2026May 15, 2025 by Maged kamel
Brief description -post 40 -steel beam-Part 4/4 of solved problem 10.1.

The steel section for continuous beam is based on the maximum value of the moments according to the 0.90 rule. The design is made according to the ASD.

Categories Continuous beams Tags Final part for the design of a continuous beam

39-Solved problem 10-1-use three-moment equations 3/4

February 25, 2026April 3, 2025 by Maged kamel
Brief description -post 39 -steel beam-Part 3/4 of solved problem 10.1.

The three-moment equations for steel continuous beams to estimate the moment values at the different support joints A, B, C, D .

Categories Continuous beams Tags Three-moment equations for the moment values

38a-Solved problem 10-1-design of steel continuous beam-2-4.

February 25, 2026April 2, 2025 by Maged kamel
Brief description -post 38a -steel beam-Part 2/4 of solved problem 10.1.

Design of steel continuous beam-2-4 using Plastic theory, the upper bound theorem is used to get the required w -section for a continuous beam.

Categories Continuous beams Tags Use plastic analysis for the design of steel beam.
Older posts
Page1 Page2 … Page10 Next →

Categories

© 2026 "Engineering Oasis" • Built with GeneratePress