Principles of Reinforced Pre-stressed Concrete
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 fc'= 28 Мра.
Principles of Reinforced Pre-stressed Concrete
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Principles of Reinforced Pre-stressed Concrete
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