For the following questions answer them individually
If the area of tension reinforcement provided is less than required for a balanced section, then the RCC beam is called
In limit state of collapse for direct compression, the maximum axial compressive strain in concrete is
A reduction factor $$C_r$$ to load carrying capacity for a long rcolumn of effective length $$L_e$$ and width b is applied as eobtained from following expression:
A T-beam behaves are rectangular beam of a width equal to its flange if its neutral axis
If $$\tau_v$$ is the nominal shear stress,$$\tau_c$$ is design shear strength of concrete and $$\tau_{c, max} is the maximum design shear strength of concrete which of the following statements is correct?
The minimum clear cover (in mm) for the main reinforcement in column, according to IS : 456-2000 is
In an RCC section of effective depth vertical stirrups are provided to resist shear, their maximum spacing measured along the axis of the member as per IS : 456-2000 should not exceed
For a continuous slab of 3 m $$\times$$ 3.5 m size, the minimum overall depth of slab satisfy vertical deflection limit is
