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
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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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
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.
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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