Skip to content
"Engineering  Oasis"
  • Home
  • Blog posts
  • linear Algebra -Matrices
  • Discrete Math
  • Engineering Economy
  • First moment of area-plain shapes
  • First moment of area-round shapes.
  • Introduction to structrural 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

Deflection for steel beams

Introduction to deflection of steel beams: 1- What are the permitted values for deflection?2-Introduction to factor c1 for deflection estimate: How can we evaluate the C1 value for four loading cases on a steel beam? 3- How can we estimate the required moment of inertia based on deflection?

List of steel Beam Posts-part-3b.

August 14, 2024June 5, 2024 by Maged kamel
The content of List of steel beam posts-3b.

Steel beam posts-part-3b, posts are from 24 to post 28. The main subject is the deflection, there are solved problems for deflaction and design of built up beam.

Categories Deflection for steel beams, Built up sections Tags List of steel beams Posts-part -3b

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

May 11, 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.

May 10, 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

24- Easy approach to deflection of steel beams.

May 9, 2025November 30, 2020 by Maged kamel
Brief content of Post 24 for deflection of steel beams.

Deflection of steel beams, what are the disadvantages. What are the parameters controlling the deflection of steel beams?

Categories Deflection for steel beams Tags Deflection of steel beams

Categories

CB value-bracing at the midpoint of a beam-uniform load (1) CB value-bracing at third points of a beam-uniform load (1) Compact and non compact sections. (1) Deflection of steel beams (3) Discontinuity functions table for loads (2) Effective length factor for an inelastic column. (1) How to design a steel beam? (1) Inertia Ix for Parallelogram. (2) Introduction to Numerical analysis part 2 (1) introduction to Tension members (2) list of steel beams posts-part -4a (1) List of tension members posts-part 3 (1) LU-partial pivoting (2) Mohr's circle of inertia part 2 (2) Moment of inertia Ix for the Trapezium-second option (1) Permutation matrix. (2) Product of inertia Ixy for the parallelogram (1) Review of AISC table 2-5 for plates. (1) Simple interest and compound interest (2) Solved problem-7-4-1 (1) Solved problem-8 by Modified Newton-Raphson. (1) Solved problem 5-2 for the plastic moment value for W10x60. (1) Solved problem 7-2 for frames 1-3 (1) Solved problem 8-32, finding the plastic nominal load (2) Solved problems for the net area. (2) steel beam posts part -2a (1) Two Practice problems for inertia for trapezium. (1) Two Practice problems for Ixy for trapezium (1) Uniform series of compound interest. (2) video-Use a vl strip to get Ix for right-angle case-2 (1) Video for Ix and Iy for an isosceles (1) Video for Ix for a right-angle case -2-Use Hl strip. (1) Video for Mohr's circle of inertia case-2. (1) x bar for a right angle triangle (2) y bar for a right angle triangle by integration. (2)

© 2025 "Engineering Oasis" • Built with GeneratePress