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why do we use effective depth ''d'' in calculating the shear capacity of uncracked Concrete beam. If it is uncracked, why cant we use the full depth ''D''.
I have a steel design assignment for my class that will be given to us on Friday at 6 pm and will be due at 10 pm. I was wondering if you guys would be able to help me with that?.
Ductility
For a system Q =W+ ΔE where ΔE is the change in E, the stored energy in the ΔE system. E has various forms 1. Kinetic Energy 2. Potential Energy Work do
how to draw shear moment diagram for cantileaver beam
if bearing of AB is 190& that of CB is 260,the included angle ABC is how?
Explain the Properties of Poly Tetra Fluoro Ethylene? PTFE is a linear chain polymer of great molecular strength, known for its chemical inertness and low coefficient of fricti
what are the necessary data required for foundation recommendation other than SPT value ? why can''t we go for SPT value alone?
what does oxymoron mean
Define Truss analysis-stability Identify whether a truss is determinate or indeterminate. Identify if the truss is stable or unstable m = number of membe
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