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 L1 L2 Solve the value of "w": kN/m Solve the value of "P": kN Solve the reaction of the roller support.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
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 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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