All I want to know is how to get the deflection equation. Please explain in as much detail as possible! DON'T SOLVE THE PROBLEM, this picture was taken from the answer key; solving this problem does me no good. All I want is to know where the 17qL4/24EI is coming from Problem 10.4-3 A propped cantilever beam of length 2L with support at Bis loaded by a uniformly distributed load with intensity q. Use the method ofsuperposition to solve for all reactions. Also draw shear-force and bending-moment diagrams, labeling all critical ordinates.MAAL.L.Solution 10.4-3Select Rg as redundant.(8g)2Deflection at B due to force RgRELEASED STRUCTURE AND FORCE-DISPLACEMENT RELATIONS(8g)23EIFROM COMPATIBILITY EQUATION17(8g), = (8g)2.. RBL.7b-EQUILIBRIUMRA2qL – Rg(1)M4 = 2qL? – RgL :(2)%3D%3D(8B), = Deflection at B due to uniform load q17qL*(8g) *24EIMy Question: HOW DO YOU GET THIS. I know howto solve the problem after this step, but how is thisdeflection formula derived? Using a table? What is it!Please explain in as much detail as possible!

The expression δB1=17qL424EI is the deflection of the beam at point B due to uniformly distributed…

Answered: Problem 10.4-3 A propped cantilever…

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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All I want to know is how to get the deflection equation. Please explain in as much detail as possible!

DON'T SOLVE THE PROBLEM, this picture was taken from the answer key; solving this problem does me no good. All I want is to know where the 17qL⁴/24EI is coming from

Problem 10.4-3 A propped cantilever beam of length 2L with support at B
is loaded by a uniformly distributed load with intensity q. Use the method of
superposition to solve for all reactions. Also draw shear-force and bending-
moment diagrams, labeling all critical ordinates.
MA
A
L.
L.
Solution 10.4-3
Select Rg as redundant.
(8g)2
Deflection at B due to force Rg
RELEASED STRUCTURE AND FORCE-DISPLACEMENT RELATIONS
(8g)2
3EI
FROM COMPATIBILITY EQUATION
17
(8g), = (8g)2
.. RB
L.
7b-
EQUILIBRIUM
RA
2qL – Rg
(1)
M4 = 2qL? – RgL :
(2)
%3D
%3D
(8B), = Deflection at B due to uniform load q
17qL*
(8g) *
24EI
My Question: HOW DO YOU GET THIS. I know how
to solve the problem after this step, but how is this
deflection formula derived? Using a table? What is it!
Please explain in as much detail as possible!

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