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- 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 six years and am a retired civil engineer.
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