Advanced Reinforced And Prestressed Concrete Design Pdf -

: Net tensile stress at bottom fiber under full service load: Moment ( M_{DL+LL} = 984 ) kN·m. Stress = ( P/A - Pe/S + M/S ) → if positive (tension) but less than allowable (0.5√f’c = 3.5 MPa), partial prestressing is adequate.