1. DESIGN OF REINFORCED CONCRETESTRUCTURES . ) (

2. . 3. . . 4. fctr (Neutral Axis) . . 5. . . 6. : . / : . : : : : Under Reinforced, Balanced, Over Reinforced. . 7. . . . . 8. 1. A cantilever beam (25 x 60 cm) is subjected to a concentrated load atits end and its reinforced with 5 steel bars of 8 mm in radius. Calculatethe maximum load that the beam can resist without cracking,considering the beam weight. Fcu=25 N/mm2, Fy=360 N/mm2 .2. Find the cracking moment for the shown section. Fcu=30 N/mm2 .3. Discuss why Ec decreases after cracking .4. Define the modular ratio . 9. - - .. .. . ) - - ( .. ) ) 203 . . 10. FOLLOW ME ... . aGa.abdelgawad aGa_abdelgawadaGa.abdelgawad aGa93abdelgawadaGa_abdelgawad aGa_abdelgawad