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Maged kamel

Technical Office Manager- B.Sc in Civil Engineering, (Faculty of Engineering, Ain- Shams University) Cairo, Egypt. 1980. I have worked for the following Companies in Egypt: Speco, National Company for Housing, Orascom /CCC joint venture BELFOUR BETTY/ARAB CONTRACTORS. Saudi Arabia: SAUDI LETCO, ALMAJAL Company, Saudi Company for Development and commerce, SAUDI BIN LADEN GROUP.

List of Tension Member’s Posts-part 3.

March 1, 2026January 21, 2026 by Maged kamel
List of Tension Member’s Posts-part 3

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

19-Solutions for Block Shear-Coped Beam Problem

March 7, 2026November 10, 2025 by Maged kamel
Brief data for post -19- coped beam posts-solved problem-UBS=1.

The post includes A solved problem for block shear-coped beam. The solved problem includes full data for both LRFD and ASD when Ubs equals 1.

Categories Block shear for beams-coped Tags Block Shear-Coped Beam

42s-Nominal shear strength for M10x7.50.

February 25, 2026September 18, 2025 by Maged kamel
Brief illustration for post 42s--Compute nominal shear for M section.

Find the Nominal shear strength for M10x7.50. The estimation is based on CM#15 and specification 2016. An excel plot is included between h/tw and Vn.

Categories Shear for steel beams Tags Nominal shear strength for M10x7.50

41-Practice problem 5-6-1-What is the available strength for W12x65?

February 25, 2026August 12, 2025 by Maged kamel
post 41-Practice problem 5-6-1-What is the available strength for W12x65?

Practice problem 5-6-1-What is the Available strength for W12x65? The post explains how to deal with non-compact W section and get the available strength value.

Categories Bending of non-compact sections Tags Practice problem 5-6-1-What is the available strength for W12x65?

14a-Problem-6-8 for local buckling-CM#15 For HSS section

March 5, 2026July 25, 2025 by Maged kamel
Brief data for post 14a-compression

Problem-6-8 for local buckling-CM#15 For HSS section.The HSS section is a slender column, determine the available strength.

Categories Compression Members Tags A solved problem 6-8 for local buckling-CM#15

16b-Available Strength for slender W section-CM#15.

March 4, 2026July 24, 2025 by Maged kamel
Brief illustration of post 16b-compression.

Available Strength for slender W section-bsdrf on CM#15. A step by step guide to find the factored strength.

Categories Compression Members Tags Available Strength for slender W section

41s-Nominal shear strength for S41x121.

February 25, 2026June 18, 2025 by Maged kamel
Brief illustration for the content of post 41s-Compute nominal shear for S section

Find the Nominal shear strength for S41x121. The estimation is based on Cm#14 and specification 2010. An excel plot is included between h/tw and Vn.

Categories Shear for steel beams Tags Nominal shear strength for S41x121.

List of Steel Beam posts-part-2a

February 25, 2026June 16, 2025 by Maged kamel
List of steel beam posts part 2a

List of Steel beam Posts-part-2a for subject of Cb or the gradient coefficient for steel beams.

Categories Cb the coefficient of bending Tags Steel beam posts part-2a
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