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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.

21-Solved problem 4-16 for k value using the French equation.

February 24, 2025January 15, 2021 by Maged kamel
Solved problem 4-16 for k of unbraced frame by french equation.

Solved Problem 4-16 For K Factor,by-using-french-equation for the unbraced frame with different end conditions, and how to estimate the k values?

Categories Compression Members Tags Solved problem 4-16 using the french equation.

20-Solved problem 4-16 for k factor for a portal frame.

October 10, 2024January 8, 2021 by Maged kamel
Solved problem 4-16 for the k value for an unbraced frame.

Solved Problem 4-16-part -1 For K Factor, for un-braced frame with different end conditions, and how to estimate the k values for two columns?

Categories Compression Members Tags Solved problem 4-16 for k factor

4-Nominal shear strength and bearing- tear out made simple.

June 8, 2025December 30, 2020 by Maged kamel
Brief illustration for the content of post 4-bearing types connections

The relation between the nominal shear strength of bolts, and their ultimate strength. The discussion is about bearing and tear out in more detail.

Categories Bolted Connection Tags Shear stress and tear out for bearing connections

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

June 7, 2024December 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 How To Find LL?

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

March 21, 2024December 17, 2020 by Maged kamel
How to estimate the bending stiffness for different end conditions for unbraced columns?

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

Categories Compression Members Tags Modification to alignment chart for an un-braced frame

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

June 7, 2024December 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 How To Find LL?
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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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