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Deflection of steel beams

An introduction to the deflection of steel beams is introduced. What are the IBC values for deflection?How do we estimate the C1 component for deleflection equation?

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) Crout's LU decomposition for a 3x3 matrix (2) Deflection of steel beams (3) Discontinuity functions table for loads (2) Effective area for staggered bolted angle (1) 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) Uniform series of compound interest. (2) 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)

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