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Tension Members

There are more than 20 posts for the Tension members containing illustrations and solved problems all posts have descriptive images.

List of Tension Member’s Posts-part 3.

May 20, 2025October 21, 2024 by Maged kamel
List of tension members posts-part 3 with brief description.

In this post there is a list of Tension Member’s Posts-part 3. The list includes posts from post 10 till post 16.

Categories Tension Members Tags List of tension members posts-part 3

List of Tension Member’s Posts-part 2.

April 16, 2025October 19, 2024 by Maged kamel
Brief description of list of tension members posts -part 2.

In this post there is a list of Tension Member’s Posts-part 2, the list starts from post 7 till post 9d. For shear lag factor and several practice problems.

Categories Tension Members Tags List of tension members posts-part 2

List of Tension Member’s Posts-part 1A

October 21, 2024October 18, 2024 by Maged kamel
List of tension member posts-1A.

List of Tension Member’s Posts-part 1A from post 2 to post 6. The list includes nominal strength estimation, and workable gauge lines. and introduction to effective net area estimate.

Categories Tension Members Tags List of tension members posts-part 1A

1C- Best and Full illustration of Aisc Table 2-4.

October 20, 2024September 1, 2024 by Maged kamel
Introduction to table 2-4 using CM#14-CM#15.

AISC Table 2-4 for various steel- shapes The main difference in Table 2-4 between CM#14 and CM#15.

Categories Tension Members Tags introduction to table 2-4

18-The Effective Area for a Built-Up Section.

April 29, 2024October 17, 2022 by Maged kamel
Brief data for post-18- tension post-A solved problem for Built up section.

How to estimate the effective Area for a Built-Up Section? A solved problem 3-19 is used to explain how to find the effective area for a built up section.

Categories Tension Members Tags Effective Area for a Built-Up Section

17-Problem 3-4-3 for MC section-LRFD and ASD value-2/2.

April 29, 2024October 6, 2022 by Maged kamel
Brief data for post-17- tension post

This is the second part, of problem 3-4-3 MC section-LRFD and ASD value. We will estimate the effective area. Finally, we can get the strength values.

Categories Tension Members Tags Problem 3-4-3 for MC section-staggered bolts
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Categories

CB value-bracing at the midpoint of a beam-uniform load (1) CB value-bracing at third points of a beam-uniform load (1) Compact and non compact sections. (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 Numerical analysis part 2 (1) introduction to Tension members (2) list of steel beams posts-part -4a (1) List of tension members posts-part 3 (1) LU-partial pivoting (2) Mohr's circle of inertia part 2 (2) Moment of inertia Ix for the Trapezium-second option (1) Permutation matrix. (2) Product of inertia Ixy for the parallelogram (1) Review of AISC table 2-5 for plates. (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 and Iy for an isosceles (1) Video for Ix for a right-angle case -2-Use Hl strip. (1) Video for Mohr's circle of inertia case-2. (1) x bar for a right angle triangle (2) y bar for a right angle triangle by integration. (2)

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