Neglect the concentrated moment M and the concentrated load P and determine the deflection at B due to only the uniformly distributed load w. Enter a negative value if B deflects downward, or a positive value if it deflects upward. VB,w A = d B d i -11.865 C d W D mm d E
Neglect the concentrated moment M and the concentrated load P and determine the deflection at B due to only the uniformly distributed load w. Enter a negative value if B deflects downward, or a positive value if it deflects upward. VB,w A = d B d i -11.865 C d W D mm d E
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter9: Deflections Of Beams
Section: Chapter Questions
Problem 9.9.8P: The frame A BC support s a concentrated load P at point C (see figure). Members AB and BC have...
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This is part of alarger super position problem and I was able to solve for a moment and a concentrated load but this distributed load is confusing me.
E = 200 GPa
I = 216*10^6 mm^4
w = 81 kN/m
d = 1.5 m
I ended up getting an answer near -12 mm of diflection but that is an incorrect according to the grader. What would the equation for the elastic curve of this problem be? What is its value at point B?
thank you so much!
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