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h = u + pv is a combination of properties and hence must also be a property.
h is the SPECIFIC ENTHALPY in kJ/kg
H = U + pV is the ENTHALPY in kJ
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''.
Theories of Failure - cases of solids: Let us now consider the solid shown in Figure (b). (a) As the principal stresses are within 260 MPa, the solid is safe ac
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