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

Introduction to steel design

Introduction to steel design, which includes a summary of different structural steel published posts. Introduction of steel, tension, compression, connection, and beam design posts.

28- Part 4/4 of the Solved problem 9-9-6 How To Find LL?

November 2, 2025December 20, 2020 by Maged kamel
Brief description of post 28.

Part 4/4 of the solved problem 9-9-6, which includes the estimation of Cb for a simply supported beam under uniform load.

Categories Built up sections Tags Part 4/4 for the Solved problem 9-9-6

19-Modification to the alignment chart for an un-braced frame.

July 16, 2025December 17, 2020 by Maged kamel
How to estimate the bending stiffness for different end conditions for unbraced columns?

Modification To the Alignment Chart, introduction to modification factor m, and how these factors were derived?

Categories Compression Members Tags Modifications to the alignment chart for an unbraced frame

27- Part 3/4 of the Solved problem 9-9-6, how to find LL?

July 29, 2025December 15, 2020 by Maged kamel
Check the lateral –Torsional buckling and find Lp and Lr values.

Part 3/4 of the solved problem 9-9-6, this part includes the estimation of Lp value and Lr value for the built-up beam under lateral-torsional buckling.

Categories Built up sections Tags Part 3/4 of the Solved problem 9-9-6

18A-Analysis of portal frame-fixed supports at base.

July 17, 2025December 10, 2020 by Maged kamel
Brief illustration for post 18a-compression.

A review of portal frame-fixed supports at base, how to derive the internal forces for portal frame-fixed supports at base,

Categories Compression Members Tags A Review of fixed portal frames.

26-Part-2-4 of the Solved problem 9-9-6, How To Find LL?

July 28, 2025December 8, 2020 by Maged kamel
How to find the nominal momewnt values for both the flange and web sections?

Part-2-4 of the solved problem 9-9-6 from Prof. Charles salmon’s book, how to get the service LL for a welded section. Values for Sx and Mn were estimated.

Categories Built up sections Tags Part 2/4 of the solved problem 9-9-6

25-Part 1-4 Solved problem 9-9-6, how to find service LL?

December 4, 2025December 5, 2020 by Maged kamel
Check whether flange and web are compact or non-compact sections.

Part 1 of the solved problem 9-9-6 from Prof. Charles G salmon’s book, How to check whether the Flange and web are compact or non-compact sections.

Categories Built up sections Tags Part 1/4 for the solved problem 9-9-6

24b- Easy approach to solved problem-5-1-part 2.

December 4, 2025December 5, 2020 by Maged kamel
brief illustration of the content of post 24b- second part of a solved problem for deflection.

In our post, we continue solving the Solved problem-5-1-part 2-2 in which the design of steel beam is governed by deflection.

Categories Deflection for steel beams Tags Deflection of steel beams, Solved problem-5-1 for deflection-part 2

24a- Easy approach to the solved problem-5-1-part 1-2

December 4, 2025December 2, 2020 by Maged kamel
brief illustration for post 24a- solved problem for deflection part-1

In our post we will introduce a solved problem-5-1-part 1-2 in which the design of steel beam is governed by deflection.

Categories Deflection for steel beams Tags Deflection of steel beams, Solved problem 5-1 for deflection part 1
Older posts
Newer posts
← Previous Page1 … Page8 Page9 Page10 … Page17 Next →

Categories

© 2026 "Engineering Oasis" • Built with GeneratePress