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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.

6a-Solved problem 10-1-how to get Bearing value-ASD?3-3.

June 21, 2025March 1, 2021 by Maged kamel
Brief illustration for post 6a-bearing types connections

The post includes the second part of the solved problem 10-1. It is required to estimate bearing value-ASD for a given connection.

Categories Bolted Connection Tags A solved problem 10-1 for the applied shear force .

33- Easy introduction to upper bound definitions.

October 10, 2024February 27, 2021 by Maged kamel
Brief description -post 33 -steel beam

Definitions of the upper bound, lower bound, and the Uniqueness theorem, what are the main differences between all of these theorems?

Categories Nominal loads-Plastic theory Tags Upper bound

24-Solved problem 7-2-frame K value 3/3.

June 2, 2024February 20, 2021 by Maged kamel
Part 3 of the solved problem 7-2 for K value for a column in a given frame.

Solved problem 7-2-frame K value 3/3. For K Factor, for the braced frame with different end conditions. Application of French equation to geet k values.

Categories Compression Members Tags solved problem 7-2 for frames-part 3

32- Easy illustration for collapse load for indeterminate beam.

July 29, 2024February 15, 2021 by Maged kamel
Brief description -post 32 -steel beam

Collapse load for indeterminate beam by using of two methods, the first method is a statical method and the second method is a kinetic method.

Categories Nominal loads-Plastic theory Tags collapse load estimate

23a-Solved problem 7-2 for k value for frame 2/3.

June 2, 2024February 14, 2021 by Maged kamel
Part 2 of the solved problem 7-2 for K values for columns in a frame.

Solved problem 7-2 for k value for frame 2/2. this is the second part, how to find K value for a frame with different bracing conditions?

Categories Compression Members Tags Solved problem 7-2 for frames part 2

23-Solved problem 7-2 for k value for frame 1/3

August 14, 2024February 10, 2021 by Maged kamel
Part 1 of the solved problem 7-2 for K values for columns in a frame.

Solved problem 7-2 for k value for frame 1/2 -the frame is a braced frame with different end conditions. This is part 1 of 2.

Categories Compression Members Tags Solved problem 7-2 for frames 1-3
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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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