Determine the maximum deflection for the beams shown in Figs. P6.23 through P6.30 by the conjugate-beam method. 25 kN/mADBC-3 m--10 m-El = constantE = 200 GPaI= 500(106) mmFIG. P6.30, P6.56 200 kNBm--9 m-El = constantE = 70 GPaI = 630 (10) mmFIG. P6.23, P6.49

given data; EI=constantE=70GPaI=630*106mm4lets take ;reaction force at A=RAreaction force at…

Answered: 25 kN/m A D B C -3 m- -10 m- El =…

25 kN/m A D B C -3 m- -10 m- El = constant E = 200 GPa I= 500(106) mm FIG. P6.30, P6.56 200 kN B m- -9 m- El = constant E = 70 GPa I = 630 (10) mm FIG. P6.23, P6.49

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.

Question

Determine the maximum deflection for the beams shown in Figs. P6.23 through P6.30 by the conjugate-beam method.

25 kN/m
A
D
B
C
-3 m-
-10 m-
El = constant
E = 200 GPa
I= 500(106) mm
FIG. P6.30, P6.56

200 kN
B
m-
-9 m-
El = constant
E = 70 GPa
I = 630 (10) mm
FIG. P6.23, P6.49

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