A w = 4 kN/m 10 m C B K= 40 kN/m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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There is a beam subject to a uniform force w as shown in the figure below. The E of the entire section is 200 GPa and I is 60x10^6 mm^4.
(a) Calculate the reaction force at point c and the vertical displacement at point B
(b) If the support point C sinks downward by 0.1m for some reason, calculate the reaction force at point C and the vertical displacement of point B.
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VIEWStep 2: Determining the reaction at support c and displacement at B when the support does not sink.
VIEWStep 3: Determining the reaction at support c and displacement at B when the support does not sink.
VIEWStep 4: Determining the reaction at support c and displacement at B when the support sink by 0.1 m
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