For the piecewise lincar loading shown on the beam, use the method of direct integration to determine (a) the equation of the elastic eurve for 0 SSL and for LSSL. (b) the slope at B, L/2 (c) the deflection at r = L/2, (d) the deflection at C, (e) the location and magnitude of the maximum downward deflection between A and B. ssume E/ is constant
For the piecewise lincar loading shown on the beam, use the method of direct integration to determine (a) the equation of the elastic eurve for 0 SSL and for LSSL. (b) the slope at B, L/2 (c) the deflection at r = L/2, (d) the deflection at C, (e) the location and magnitude of the maximum downward deflection between A and B. ssume E/ is constant
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:For the piecewise linear loading shown on the beam, use the method
of direct integration to determine
(a) the equation of the elastic curve for 0SrS L and
for L<xsL,
(b) the slope at B,
L/2-
(c) the deflection at r =
L/2,
(d) the deflection at C,
(e) the location and magnitude of the maximum downward
deflection between A and B.
Assume El is constant.
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