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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.

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

July 18, 2025December 1, 2020 by Maged kamel
Brief illustration for post 18-compression.

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 the Pin Support Portal Frame

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

July 18, 2025November 20, 2020 by Maged kamel
Brief illustration for post 17-compression-Review of Alignment chart.

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 Assumptions for the alignment chart.

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

16-A Solved Problem 5-10-Available Strength for short column.

October 21, 2024November 2, 2020 by Maged kamel
local buckling for stiffened and unstiffened elements.

A Solved Problem 5-10 For The Available Strength Of A Column w16x26 which is a slender column.

Categories Compression Members Tags A Solved Problem 5-10 For the Available Strength.

15- Solved problem 6-19-4 for local buckling of columns.

March 21, 2024April 10, 2020 by Maged kamel
brief illustration for post 15-comp

A solved problem 6-19-4 for local buckling is From prof. Salmon handbook. The steel section is a Built-up section.

Categories Compression Members Tags Solved problem 6-19-4

14-Solved problem 6-8 for local buckling of columns-CM#14.

July 12, 2025March 23, 2020 by Maged kamel
Brief illustration for post 14-comp

Solved problem 6-8 For Local Buckling. The column is a rectangle hollow section, determine the axial compressive design strength and factors strength.

Categories Compression Members Tags A solved problem 6-8 for local buckling

13-A Solved problem 5-3 for local buckling of columns-CM#14

May 27, 2025March 10, 2020 by Maged kamel
The content of post 13 for compression members.

A Solved problem 5-3 For Local Buckling, it is required to estimate Φc*Pn and Pn/Ωc, with the appropriate AISC equations for a square hollow steel section.

Categories Compression Members Tags Solved problem 5-3

12- Solved problem 5-2 for local buckling of columns.

March 21, 2024February 26, 2020 by Maged kamel
Solved problem 5-2: Determine the critical stress value for LRFD /ASD

A Solved problem 5-2 For Local Buckling, for which it is required to estimate the LRFD value Φ* Pn and the ASD allowable strength P/Ωc, for a column.

Categories Compression Members Tags solved problem 5-2 for local buckling

11- Local Buckling for stiffened and un-stiffened elements.

December 9, 2024January 28, 2020 by Maged kamel
local buckling for stiffened and unstiffened elements.

Local buckling for stiffened and un-stiffened elements. A discussion is made for Limiting Kl/r based on the different Fy values and the coefficients Qa and Qs.

Categories Compression Members Tags Local Buckling for stiffened and un-stiffened elements.

10a- Easy study of Local Buckling-part-2.

March 21, 2024January 23, 2020 by Maged kamel
Stiffened and unstiffened elements of columns.

Introduction to Local buckling-part-2 for columns, how to derive the expression for Qa and Qs?The stiffened and unstiffened parts having different coefficients?

Categories Compression Members Tags local-buckling for steel columns part 2

10- Best Introduction to Local Buckling-part-1

March 21, 2024January 20, 2020 by Maged kamel
Introduction to local buckling for columns.

Introduction to Local Buckling-part-1 for columns, how to derive the equations relating to the local buckling?

Categories Compression Members Tags Introduction-to-local-buckling for columns.

9-Two Solved Problems for steel column analysis-FE Exam

June 2, 2025January 15, 2020 by Maged kamel
Brief data for post 9–compression

2 Solved Problems For column analysis- for the first solved problem the section of the column was changed to a bigger section, the compressive strength was recalculated, using the general condition, the second solved problem is for the evaluating the service Live load.

Categories Compression Members Tags Solved problems for column analysis

8-Solved Problem 13-28 For Compression Members-FE Exam.

June 2, 2025January 10, 2020 by Maged kamel
Brief data for post 8- compression.

Solved Problem 13-28 for compression members, from Prof Iqbal handbook, for which the available compression member is to be selected.

Categories Compression Members Tags Solved problem 13-28

7- Solved problem 7-1 for alignment chart for columns.

March 21, 2024January 2, 2020 by Maged kamel
Brief data for post 7 compression

Solved problem 7-1 for alignment chart for columns, it is a practical example to show how to use the alignment chart to get the K value for a frame.

Categories Compression Members Tags Solved problem 7-1 for alignment chart for columns

6- Alignment charts for columns- easy approach.

March 18, 2025December 10, 2019 by Maged kamel
Introduction to alignment charts for frames.

Alignment charts for columns. There 2 alignment charts, one is for the braced columns and the other is for the un-braced columns. The assumptions are included.

Categories Compression Members Tags Alignment chart for columns
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Categories

Case 2 for block Shear-Coped Beam Problem (1) Deflection of steel beams (3) Discontinuity functions table for loads (2) Find Zx and Mp for a given I shape. (1) Inertia Ix for Parallelogram. (2) introduction to Tension members (2) LU-partial pivoting (2) Mohr's circle of inertia part 2 (2) 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 5-2-2 find y bar (1) Practice problem 5-2-3 verify Zx for W18x50 (1) Simple interest and compound interest (2) Solved problem 5-2 for the plastic moment value for W10x60. (1) Solved problem 7-2 for K value for frame-1-3 (1) Solved problem 8-32, finding the plastic nominal load (2) Solved problems for the net area. (2) x bar for a right angle triangle (2) y bar for a right angle triangle by integration. (2)

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