Welcome to my site.

- 1C- Best and Full illustration of Aisc Table 2-4.AISC Table 2-4 for various steel- shapes The main difference in Table 2-4 between CM#14 and CM#15.
- 41-Practice problem 5-6-1-find the total service load for W12x65.Practice problem 5-6-1-compute the available strength for W12x65 and determine the maximum total service load.
- Practice problem 5-5-8-Compute Mn.Practice problem 5-5-8 A W18 x 71 is used as a beam with an unbraced length of 9 feet. Use Fy=65 ksi and Cb = 1 and compute the nominal flexural strength.

## About me

Let me introduce myself. My name is Maged Kamel. I am a civil engineer who graduated from Ain-shams University in 1980.

I have worked in different construction fields in Egypt and Saudi Arabia. My last job was as a technical office manager at the Saudi Bin Laden Group. I have been in Egypt for the last six years, and I am currently a retired civil engineer.

## Keep in touch

Please get in touch with me through YouTube or LinkedIn.

https://www.youtube.com/@MagedKAMEL

https://www.linkedin.com/in/maged-kamel-12487avfd

Email to: 123@magedkamel.com