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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.

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

September 13, 2024December 10, 2020 by Maged kamel
brief illustration for post 18a-comp

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?

June 7, 2024December 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 How To Find LL?

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

October 10, 2024December 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 How To Find LL?

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

18-A Review of portal frames-pin supports at base.

September 11, 2024December 1, 2020 by Maged kamel
brief illustration for post 18-comp

A review of portal frames subject, how to derive the internal forces for the portal frame with hinged supports at the base?

Categories Compression Members Tags A Review of pin support portal frames.
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Categories

Case 2 for block Shear-Coped Beam Problem (1) CB value-bracing at the midpoint of a beam-uniform load (1) CB value-bracing at third points of a beam-uniform load (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 Tension members (2) list of steel beams posts-part -4a (1) LU-partial pivoting (2) Mohr's circle of inertia part 2 (2) Moment of inertia Ix for the Trapezium-second option (1) Part 1 of the Solved problem 5 for design shear strength (1) Part 2 of the Solved problem 5 for design shear strength (1) Permutation matrix. (2) Practice problem for the x and y coordinates of a trapezoid (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 for a right-angle triangle (1) Video for Ixy for a right-angle triangle case 1. (1) Video for Ixy for a triangle (1) Video for practice problem-2 for the moment of inertia. (1) x bar for a right angle triangle (2) y bar for a right angle triangle by integration. (2)

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