Table TealsQu rening Mar WordLayoutDesignA AFn-ReplaceViewDeveloperRelerencesMailingiRavewPage LayoutAaBbCcD AabCcDr AaBbCTNo Spaci Heading 1buetChangeStylesAA ESelectEditing14Taes iew Apman1NormalBIU KX Aa -ASlesPuteParagiaphFont50 kN/mQ-1 For the beam loaded asshown in the figure, draw theforce and bending Adiagrams usingmethod of equations. Locateevery important point.Q-2 For the beam loaded asshown in the figure, draw theshear force and bendingdiagrams usingof relationships.inmortant noint.20 kN/mshearmoment2 m2 m2 mRARo121020 kN10 kN/m40 kN1 m2 mmomentmethod2 m2m1 mWoPogr I arEnglish Unted Stated160%(-17:25796

Given: To draw the shear force and bending moment diagram. NOTE: According to Bartleyby's policy we…

50 kN/m 20 kN/m Q-1 For the beam loaded as shown in the figure, draw the shear force and bending A diagrams method of equations. Locate n important point. B. moment using 2 m 2 m 2 m Ro RA 20 kN 40 kN

50 kN/m 20 kN/m Q-1 For the beam loaded as shown in the figure, draw the shear force and bending A diagrams method of equations. Locate n important point. B. moment using 2 m 2 m 2 m Ro RA 20 kN 40 kN

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter5: Stresses In Beams (basic Topics)

Section: Chapter Questions

Problem 5.8.1P: The shear stresses t in a rectangular beam arc given by Eq. (5-43): in which Fis the shear force, /...

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Question

Table Teals
Qu rening Mar Word
Layout
Design
A AFn-
Replace
View
Developer
Relerences
Mailingi
Ravew
Page Layout
AaBbCcD AabCcDr AaBbC
TNo Spaci Heading 1
buet
Change
Styles
AA E
Select
Editing
14
Taes iew Apman
1Normal
BIU KX Aa -A
Sles
Pute
Paragiaph
Font
50 kN/m
Q-1 For the beam loaded as
shown in the figure, draw the
force and bending A
diagrams using
method of equations. Locate
every important point.
Q-2 For the beam loaded as
shown in the figure, draw the
shear force and bending
diagrams using
of relationships.
inmortant noint.
20 kN/m
shear
moment
2 m
2 m
2 m
RA
Ro
12
10
20 kN
10 kN/m
40 kN
1 m
2 m
moment
method
2 m
2m
1 m
Wo
Pogr I ar
English Unted Stated
160%(-
17:25
7
96

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