Problem: For the frame shown in the figure and using the combination (1.2 D + 1.0 L + 1.4 E), design the following: • Be

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Problem For The Frame Shown In The Figure And Using The Combination 1 2 D 1 0 L 1 4 E Design The Following Be 1 (47.31 KiB) Viewed 27 times

Problem: For the frame shown in the figure and using the combination (1.2 D + 1.0 L + 1.4 E), design the following: • Beam BC for flexure, at section of maximum negative moment. • Beam BC for maximum shear force. • Column CD. Related Data: Service dead load of 4 t/m on member BC Service live load of 1 t/m on member BC Service earthquake load of 4 tons at joint C (acting to the left). fo= 240 kg/cm² and fy = 4200 kg/cm2 For beam and column, use o 20 for flexural reinforcement and $10 for ties and stirrups. - В с 70 40 5 m 40 40 Column's Cross Section Beam's Cross Section А D 10 m