Рет қаралды 98
A 4 meter simply supported beam is subjected to a uniformly distributed load of 4 kN/m applied in the entire span and a concentrated load of 20 kN applied 0.50 m from the right support. If E = 200 GPa and I = 3 000 000 mrnA4
63. Compute the shear at the midspan in kiloNewtons.
A. 2.50 B. 2.80
C. 4.25 D. 2.10
64. Compute the midspan moment in kiloNewton-meter.
A. 13 B. 15
C. 10 D. 16
65. Compute the midspan deflection in millimeters.
A. 45.32 B. 38.54
C. 21.23 D. 27.13