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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.

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

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

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.

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.

17-Alignment chart-part 2 for the unbraced frames.

September 11, 2024November 20, 2020 by Maged kamel
brief illustration for post 17-comp

Alignment chart-part 2, discussion about the conditions from which the alignment chart was developed and an introduction to the portal frame.

Categories Compression Members Tags alignment chart modifications.

16a- Solved Problem 5-10 with more iterations-Fcr value.

April 9, 2023November 14, 2020 by Maged kamel
brief illustration for post 16a-comp

A Solved Problem 5-10 with more iterations For the Available Strength Of A Column w16x26 which is a slender column.

Categories Compression Members Tags Solved Problem 5-10 with more iterations
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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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