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What are the principles of working from whole to part in surveying?
types & exolain
why strength of transition zone is less than bulk paste
How to prove that heat and work are the path functions?
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''.
chain survey prosses
derive the expression for stress in arbitrary plane in a body subjected to bi axial stress condition
Do we take the whole length (including the over hanging portion when we say the "whole span" of th beam ?
For fixed beam(say for example fixed with a point load at midspan) how did we end up getting P*L/8...??
how we calculate barometric leveleing
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