Good explanation sir I ask you a question When the checking transverse shear or line shear or one way shear for bad footing Shear stress is less than 2vc or 2× shear capacity of concrete or section is correct or not
The important thing is that the shear is lover than the shear capacity of the member you wish to design How ever in beams it should be lower that ½ the capacity for safety 🦺
Good explanation sir
I ask you a question
When the checking transverse shear or line shear or one way shear for bad footing
Shear stress is less than 2vc or 2× shear capacity of concrete or section
is correct or not
Which code do you use for design
I know bs-8110 only
The important thing is that the shear is lover than the shear capacity of the member you wish to design
How ever in beams it should be lower that ½ the capacity for safety 🦺
Which book are you using
design of structural elements by chanakia