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Descripción: Durability Design of Concrete Structures
German University in Cairo Faculty of Engineering and Material Science Civil Engineering Department Spring 2012
CIS 403: Reinforced Concrete I Assignment # 3 Load Distribution Model Answer Make the load distribution for the given beams and girder (slab thickness t s = 140mm). 2
2
Live load:
p = 1.0 kN/m
Flooring:
g = 1.0 kN/m
Own weight of girder:
gG = 5.0 kN/m
Own weight of beams:
gB = 2.0 kN/m
Dr. Khaled Mohamed Hilal
Assignment # 3 – Model Answer
German University in Cairo Faculty of Engineering and Material Science Civil Engineering Department Spring 2012
Dr. Khaled Mohamed Hilal
Assignment # 3 – Model Answer
German University in Cairo Faculty of Engineering and Material Science Civil Engineering Department Spring 2012
Dr. Khaled Mohamed Hilal
Assignment # 3 – Model Answer
German University in Cairo Faculty of Engineering and Material Science Civil Engineering Department Spring 2012
Dr. Khaled Mohamed Hilal
Assignment # 3 – Model Answer
German University in Cairo Faculty of Engineering and Material Science Civil Engineering Department Spring 2012
Comments: 1. It was not required to consider dead load and live load separately to get the full mark 2. Alternatively for the main girder the triangular load below the girder can be considered using factors Ce and Ce (this would result in different diagrams for bending and shear)
