- The Beam Has A Recessed Support At Its End A And A Simple Support At Its End B It Is Appli 2 Point Loads At Half Thirds 1 (25.07 KiB) Viewed 60 times
The beam has a recessed support at its end A and a simple support at its end B. It is appli 2 point loads at half-thirds
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The beam has a recessed support at its end A and a simple support at its end B. It is appli 2 point loads at half-thirds
The beam has a recessed support at its end A and a simple support at its end B. It is appli 2 point loads at half-thirds of its length. The moment in support A is shown below: PL 3 A --4/ Materials: • L = 27 ft. • Loads: o PD = 27 kips. • PL=16 kips. P L 3 P L 3 Concrete f'c = 3,000 psi Reinforcement steel fy=60,000 psi B I a) Calculate the ultimate point load, ignore the beam's proper weight. b) Plot the moment diagram and identify the maximum bending moment