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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''.
pls explain about this field
Describe 'general shear failure' and 'Local shear failure'. Differentiate among (i) Shallow foundation and deep foundation, (ii) Gross and net bearing capacity, (iii) S
pentavalent will be added impurity
Minimisation of Differential Settlement You are aware that differential settlement causes more distress to the structure, when compared with that of total settlement. The var
how surface water can be controlled in road pavement
Maintenance of Water Bound Macadam Roads:
Q. Energy dissipation at outlets - typical drainage outlet? Flow velocity at outlets is generally high. Without proper control of this energy, subsequent bank erosion can resu
show the diagram for non coplanar non concurrent force system
defects in timber?
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