Extracted text: For the figure shown. Design the upper leftmost corner slab. The dead load pressure is 5.19kpa and live load pressure is 2.40kpa. use fc'=21mpa, fy=345mpa. the beam has dimension of 300mm by 500mm. use 10mm main bars. Is beam thickness adequate or safe for shear? (YES or NO) (show your solutions, NO SOLUTION is wrong, do not input if there is no solution) As = mm2
Extracted text: 6m toit w8. w 8.