Problem Set 8 • Derive the following equation of maximum deflection using double integration method. (for type of loading see slide 7-12). Pa M² 8_ 2EI Smax = at x=P-3 120FI at k= Pb (31"-45) at the center, if a >b 48EI MI? WI3 at x= %3D SEI 3 EI max 48EI 384EI MI at the center 16EI WL3 &max dmax 764EI %3D 30EI 192EI at x = 0.475L
Problem Set 8 • Derive the following equation of maximum deflection using double integration method. (for type of loading see slide 7-12). Pa M² 8_ 2EI Smax = at x=P-3 120FI at k= Pb (31"-45) at the center, if a >b 48EI MI? WI3 at x= %3D SEI 3 EI max 48EI 384EI MI at the center 16EI WL3 &max dmax 764EI %3D 30EI 192EI at x = 0.475L
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
• Derive the following equation of maximum deflection using double
integration method. (for type of loading see slide 7-12).

Transcribed Image Text:Problem Set 8
• Derive the following equation of maximum deflection using double
integration method. (for type of loading see slide 7-12).
Pa
wL
MI
at x=P-/3
Omax =
120EI
V3 JEI
2EI
at k
Pb
(31 - 45) at the center, if a >b
48EI
MI?
WI3
at x=
SEI
48EI
3 EI
384EI
MI
at the center
16EI
W L3
&max
dmax
764EI
%3D
30EI
192EI
at x = 0.475L
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