Simple stresses and strains, Civil Engineering

SIMPLE STRESSES AND STRAINS:

The concepts of strain, stress, elastic modulus & the basic concepts in application to analysis of deformation and stresses in simple solids. Any designer of engineering systems ought to have a clear perception of how forces are resisted by solids and the effects generated in solids so as to enable him to generate designs with stability and safety. The study of these aspects shall require learning further new concepts & methods, understanding of which shall require the knowledge you obtained in this unit. Therefore, this unit is like the first step in a full flight of stairs climbing which shall provide you with a powerful tool of engineering.

Posted Date: 1/17/2013 6:26:56 AM | Location : United States







Related Discussions:- Simple stresses and strains, Assignment Help, Ask Question on Simple stresses and strains, Get Answer, Expert's Help, Simple stresses and strains Discussions

Write discussion on Simple stresses and strains
Your posts are moderated
Related Questions
Could someone please help me understand the basics of bridge designing

explain the concept of time dilation on the basis of lorentz transfarmation equations

Explain Box jig? a) The box jig is so named because of its box shaped construction, closed from most of the sides. b) It is normally designed for those components having awk

I want to get help in my Steel Structure Project Thanks

What do you understand by Pressure line If we determine the locations of resultant force at various sections of a pre-stressed beam, as in Example, we can draw a curve showing


What is the difference between Dense bituminous Macadam and bituminous macadam

Lubrication of rail joints is one of the important items of permanent way works incidental to systematic track maintenance, the lubrication of joints is done for the following purp

Define the Precedence Diagramming Methods a) Activity on Node (AON) with arrows for dependencies b) Uses all forms of precedence relationships

The plan of a proposed spoil heap is shown in Fig. The heap will stand on a thick deposit of soft clay with E-value 15 MN/m 2 . The uniform pressure on the soil may be suppose as 1