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.
AISC Tables 9-3a,b, and C for the block shear-coped beam. Table 9-3a is for Tensile rupture. Table 9-3b is for Shear yielding and 9-3c is for Shear rupture.
How to estimate the effective Area for a Built-Up Section? A solved problem 3-19 is used to explain how to find the effective area for a built up section.
Solved problem 3-8-1 for staggered Bolts. the solved problem for the estimation of the net area for the different routes under tension force and how to modify these values due to load transfer.
Maged kamel
