- Principles Of Reinforced Pre Stressed Concrete 1 (30.34 KiB) Viewed 39 times
Principles of Reinforced Pre-stressed Concrete
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Principles of Reinforced Pre-stressed Concrete
Principles of Reinforced Pre-stressed Concrete
Problem 1 What minimum theoretical depth is needed for the 500mm wide beam shown if no torsional reinforcing is to be used? The concentrated load is located at the end of the cantilever 200mm to one side of the beam centerline. fy=414 Mpa and fe'= 28 Mpa. P = 270 kn neglect beam weight 672 Design the transverse reinforcement at the critical section for the beam in Problem 1 if P = 320 kN that is off the longitudinal axis by 250mm. Use width b = 500 mm and material strengths of fy=414 Mpa and fe'= 28 Мра.
Problem 1 What minimum theoretical depth is needed for the 500mm wide beam shown if no torsional reinforcing is to be used? The concentrated load is located at the end of the cantilever 200mm to one side of the beam centerline. fy=414 Mpa and fe'= 28 Mpa. P = 270 kn neglect beam weight 672 Design the transverse reinforcement at the critical section for the beam in Problem 1 if P = 320 kN that is off the longitudinal axis by 250mm. Use width b = 500 mm and material strengths of fy=414 Mpa and fe'= 28 Мра.
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