An L beam is as shown in the figure below and is subjected to a factored shear force of 200 kN.
Design shear strength of the concrete, τc for M20 grade of concrete is given in the table below:
|
\(\frac{A_{st}}{bd}\times100\) |
τc (N/mm2) |
|
1 |
0.62 |
|
1.25 |
0.67 |
|
1.50 |
0.72 |
The design stress of the vertical stirrups is ________ MPa. (Correct upto 3 significant figures).
Assume (if required) -
- Fe 415 Grade of steel
- The effective width of flange = 550 mm
Enter numerical value using the virtual keypad. Round off where necessary.