A A1 20 in. 25 in. 25 in. – M OB o D Eo P2 35 in. A2 C P1
Solid Waste Engineering
3rd Edition
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Worrell, William A.
Chapter4: Mechanical Processes
Section: Chapter Questions
Problem 4.22P: Why is it so difficult to process MSW?
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Question
A vertical steel bar ABC is pin-supported at its upper end and loaded by a force P1 at its lower end. A horizontal beam BDE is pinned to the vertical bar at joint B and supported at point D. Load P2 and moment M are applied at end E. Calculate the vertical displacement δC at point C if the loads are P1 = 2.5 kip, P2 = 1 kip, and M = 25 kip-in. The modulus of elasticity is E = 29,000 ksi and crosssectional areas are A1 = 0.25 in2 A2 =0.15in2 .Ignore the weight of the bar.
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