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.
Discover an easy approach to structural steel design, summarizing essential topics in tension, compression, beams, and connections for steel items, focusing on structural steel design.
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.
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.
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 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.
Maged kamel 
