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Compression Members

The compression members’ posts include full descriptions and solved examples with descriptive images for items. They also include an introduction to buckling and finding compressive forces using table and hand calculations.

25-Stiffness reduction factor for inelastic columns.

March 21, 2024March 8, 2021 by Maged kamel
Stiffness reduction factor for inelastic columns.

Stiffness Reduction Factor for inelastic columns, step-by-step explanation, and introduction to the Tangent modulus of elasticity.

Categories Compression Members Tags Stiffness reduction factor part 1

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

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

22-Modification to Alignment Chart for Braced Frame.

January 5, 2025January 20, 2021 by Maged kamel
The alignment chart for the sidesway inhibited.

Modification to Alignment chart for the braced frame, the three cases for m modified for the braced frames.

Categories Compression Members Tags Modification to alignment charts.

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.
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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 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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