4. Compute the maximum deflection for the beam loaded as shown. 160 lb/ft 400 lb 400 lb 100 lb/ft 10 ft 5 ft - 5 ft +3a*
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4. Compute the maximum deflection for the beam loaded as shown. 160 lb/ft 400 lb 400 lb 100 lb/ft 10 ft 5 ft - 5 ft +3a*
4. Compute the maximum deflection for the beam loaded as shown. 160 lb/ft 400 lb 400 lb 100 lb/ft 10 ft 5 ft - 5 ft +3a* 3 ft 6 ft 3 ft + R: 2 Rz RS R. Figure 4
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