Design the slab reinforcement if the maximum positive moment is Mup=wul2/11 . and the maximum negative moment is Mup=wul2/19. Include the design for S&T bar. Given: length = 6m span = 2m Wu= 8.572 kPa Slab thickness = 150 mm f'c = 28 MPa fy= 219 MPa main bar = 10 mm s&t bar = 8mm

Design the slab reinforcement if the maximum positive moment is Mu_p=w_ul²/11 . and the maximum negative moment is Mu_p=w_ul²/19. Include the design for S&T bar.

Given:

length = 6m

span = 2m

Wu= 8.572 kPa

Slab thickness = 150 mm

f'c = 28 MPa

fy= 219 MPa

main bar = 10 mm

s&t bar = 8mm