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5. From the cantilever beam below, determine the value of point load P acting at midspan that will eliminate the deflection at free end. The beam is prismatic. V/5 kN/m P kN -V/10 m-

5. From the cantilever beam below, determine the value of point load P acting at midspan that will eliminate the deflection at free end. The beam is prismatic. V/5 kN/m P kN -V/10 m-

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Hello kindly see attached file for the question for first sheet and the second sheet is the datas given. please help me answer ?

5. From the cantilever beam below, determine the value of point load Pacting at midspan that will eliminate the deflection at free end. The beam is prismatic. V/5 kN/m P kN -V/10 m-
Transcribed Image Text:5. From the cantilever beam below, determine the value of point load Pacting at midspan that will eliminate the deflection at free end. The beam is prismatic. V/5 kN/m P kN -V/10 m-
V = 31 X=475 V/5=6.2 6.3. Y=D155 8V= 248 Y40=3.875 V/I0 = 3.1 %3D Y/200=0.775 W= 25 60 w/4 = 6.25 Z10=6 %3D 37=180 %3D
Transcribed Image Text:V = 31 X=475 V/5=6.2 6.3. Y=D155 8V= 248 Y40=3.875 V/I0 = 3.1 %3D Y/200=0.775 W= 25 60 w/4 = 6.25 Z10=6 %3D 37=180 %3D
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