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.
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.
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.
Practice problem 5-5-6 A W12 x 30 of A992 steel has an unbraced length of 10 feet. Using Cb = 1.0, a. Compute Lp and Lr. Find φb*Mn and Mn/Ωb for lb=10 feet.
Practice problem 6-17-11-find Sx and ZX for WT5x22.50. It is required to model WT5x22.5 into two rectangles and find elastic and plastic section modului.
The post includes 27-Two Practice problems for Ixy for a trapezium. The first problem is for Ixy about an external axis, while the second is for Ixy at the CG.
Maged kamel
