5. Using Area Moment Method, for the beams shown, determine the values of the slopes and deflections. ec, AA and AD. cA 20kN B A T 2m 5m 20 kN/m ப C ता 3m D E = 200,000 MPa I = 15 x 107 mm4
5. Using Area Moment Method, for the beams shown, determine the values of the slopes and deflections. ec, AA and AD. cA 20kN B A T 2m 5m 20 kN/m ப C ता 3m D E = 200,000 MPa I = 15 x 107 mm4
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 29P
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