For the beam shown in the figure, Determine the following unknowns where L1 = 5m, L2 = 3m, and the moment reaction of the fixed support is %3D %3D 157.5 kN-m clockwise. (DON'T FORGET THE UNITS)
For the beam shown in the figure, Determine the following unknowns where L1 = 5m, L2 = 3m, and the moment reaction of the fixed support is %3D %3D 157.5 kN-m clockwise. (DON'T FORGET THE UNITS)
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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![For the beam shown in the figure, Determine the
following unknowns where L1 = 5m, L2 = 3m,
and the moment reaction of the fixed support is
157.5 kN-m clockwise.
(DON'T FORGET THE UNITS)
Internal
Hinge
L1
L2
Solve the value of "w":
kN/m
Solve the reaction of the roller support
Solve the vertical reaction of the fixed support](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fed7d95a6-274e-492c-a580-93a04962d144%2F7d90d5fa-09cd-463a-9918-950f2700e534%2Ft745ong_processed.jpeg&w=3840&q=75)
Transcribed Image Text:For the beam shown in the figure, Determine the
following unknowns where L1 = 5m, L2 = 3m,
and the moment reaction of the fixed support is
157.5 kN-m clockwise.
(DON'T FORGET THE UNITS)
Internal
Hinge
L1
L2
Solve the value of "w":
kN/m
Solve the reaction of the roller support
Solve the vertical reaction of the fixed support
![An overhang beam carries a distributed load "w"
and a concentrated load "P". If the maximum
negative shear is -383.86666666667KN and the
vertical reaction of hinge support is
316.13333333333KN, determine the following
unknowns. (DRAW THE SHEAR AND MOMENT
DIAGRAM)
Let L1 = 5m and L2 = 2m
P.
L1
L2
Solve the value of "w":
kN/m
Solve the value of "P":
kN
Solve the reaction of the roller support.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fed7d95a6-274e-492c-a580-93a04962d144%2F7d90d5fa-09cd-463a-9918-950f2700e534%2F1mbqz4t_processed.jpeg&w=3840&q=75)
Transcribed Image Text:An overhang beam carries a distributed load "w"
and a concentrated load "P". If the maximum
negative shear is -383.86666666667KN and the
vertical reaction of hinge support is
316.13333333333KN, determine the following
unknowns. (DRAW THE SHEAR AND MOMENT
DIAGRAM)
Let L1 = 5m and L2 = 2m
P.
L1
L2
Solve the value of "w":
kN/m
Solve the value of "P":
kN
Solve the reaction of the roller support.
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