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.
The steel section for continuous beam is based on the maximum value of the moments according to the 0.90 rule. The design is made according to the ASD.
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.
Maged kamel
