A simple beam AB is subjected to a distributed load of intensity g(x) = sin -), where a, is the maximum intensity of the load (see figure). 90x)-40 sin Derive the equation of the deflection curve. Use the fourth-order differential equation of the deflection curve (the load equation). (The beam has constant flexural rigidity EI. Also, the origin of coordinates is at the left-hand end of the beam. Enter the magnitude. Use the following as necessary: Go, by Xi E, and I.) v(x) - Determine the deflection max at the midpoint of the beam. (Enter the magnitude. Use the following necessary: L, E, and I.) mas
A simple beam AB is subjected to a distributed load of intensity g(x) = sin -), where a, is the maximum intensity of the load (see figure). 90x)-40 sin Derive the equation of the deflection curve. Use the fourth-order differential equation of the deflection curve (the load equation). (The beam has constant flexural rigidity EI. Also, the origin of coordinates is at the left-hand end of the beam. Enter the magnitude. Use the following as necessary: Go, by Xi E, and I.) v(x) - Determine the deflection max at the midpoint of the beam. (Enter the magnitude. Use the following necessary: L, E, and I.) mas
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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