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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''.
Explain Beam-Columns 1. A specific case of a beam subjected to: Axial loading Strong axis flexural stress 2. The section is also pinned at both ends pe
find the pressure head at 2-2 if the rate of flow in pipe is 0.36m^3/s
Q. Which type of pile cap transfers loads equally to piles, flexible pile cap orrigid pile cap? Loads from columns transferring to pile cap persuade tensile forces at the bott
Temporary bench marks
If y1 and y2 are alternate depths of a rectangular channel show that Yc³ =2y1²y2²/(y1+y2) Also specific energy E = y1²+y1y2+y2²/(y1+y2)
RMC
types mixing,curing,water cement ratio,qualities and workability
Determine the term - lowering of stresses Due to creep of concrete, these compressive strains keep on increasing with time. it means that the length of the member keeps on red
Define Circular Channels Flowing Partially Full Two sets of curved lines on the Circular Channel Ratios figure (discharge Q/Q full and velocity v/v full ). 1. "n" variabl
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