For M 15 grade concrete, the section is to be redesigned is necessary, if shear stress is more than

- 1
  
  0.5 N/ $m m^{2}$
- 2
  
  1 N/ $m m^{2}$
- 3
  
  1.5 N/ $m m^{2}$
- 4
  
  2 N/ $m m^{2}$

Display Comments

Leave a comment

Login at first then you can submit comment. Click here to login.