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.
Solved problem 8-22 second part, we will verify the nominal load for the fixed end beam by MASTAN2 and verify the loads that creates first and second plastic hinges.
Solved problem 8-22, find the plastic Nominal load acting on two Fixed ends beam? Use lower and upper bounds. Find the loads for first and second hinge.
In this post we will discuss the Stiffness Stiffness reduction factor for inelastic columns-part 2. and how to get the expression for Ï„b the inelastic column.
Moment of inertia Ix for the Trapezium, step by step procedure to get the Ix value for the trapezium by dividing it into two triangles and one rectangle.
Solved problem 12-1. it is required to estimate the design strength of a bearing type connection. All the values of nominal loads due to failure modes are estimated.
A solved problem 3-6 for determining the LRFD and ASD tensile design strength for W section, the shear lag is discussed through the solved problem 3-6.
Maged kamel 
