Use the area method. The two beams shown are connected by an internal hinge at C and are supported by a fixed support at A and a roller at D. P=262 N W1=222 N/m W2=310 N/m M=407 N.m W₁ angement. The Material i marrial by yo. u bor on behalf Universi perty Code of the Philippine & s ma ion of 60min such as been reproduced and communica of Republic Act (RA) 8293 or the "Intell rsity does not authorize you to reproduce or b it protection under RA 8293. Any reproduction an gement and the copyright owners have the right to tak 344 W₂ 2m 2m gement se the following tables as template for your solution. Shear Calculation Relation of Shear to Concentrated and Distributed Load VB-VA = Bending Moment Calculation Relation of Bending Moment to Applied Moment and Shear Diagram MB-MA= 5m V: The Shear Values (N) VA₁ = V₂ = Shear Values (N) MA= M₂ =

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Use the area method. The two beams shown are connected by an internal hinge at C and are
supported by a fixed support at A and a roller at D.
P=262 N
W1=222 N/m
W2=310 N/m
M=407 N.m
W₁
This is andur
all
do noise imprope
word you
so
W₂
This is not your own property so
do not use it in any way if M
were your own.
✓
DO
hend
www.
2m
2m
ringement use the following tables as template for your solution.
Shear Calculation
Relation of Shear to Concentrated and Distributed Load
VB - V₁ =
Bending Moment Calculation
Relation of Bending Moment to Applied Moment and Shear
Diagram
MB-MA=
5m
d the copyright owners have the right to take lega
has been reproduced and communica
ou bor or behalf Universi
ht of Republic Act (RA) 8293 or the "Intellunyerty Code of the Philippine
8
s ma
The Material 1.
versity does not authorize you to reproduce or
right protection under RA 8293. Any reproduction and
icon of material by yo.
tioain suchengement.
V: The
Shear Values (N)
V₁ =
VB =
Shear Values (N)
M₁ =
MB =
Transcribed Image Text:Use the area method. The two beams shown are connected by an internal hinge at C and are supported by a fixed support at A and a roller at D. P=262 N W1=222 N/m W2=310 N/m M=407 N.m W₁ This is andur all do noise imprope word you so W₂ This is not your own property so do not use it in any way if M were your own. ✓ DO hend www. 2m 2m ringement use the following tables as template for your solution. Shear Calculation Relation of Shear to Concentrated and Distributed Load VB - V₁ = Bending Moment Calculation Relation of Bending Moment to Applied Moment and Shear Diagram MB-MA= 5m d the copyright owners have the right to take lega has been reproduced and communica ou bor or behalf Universi ht of Republic Act (RA) 8293 or the "Intellunyerty Code of the Philippine 8 s ma The Material 1. versity does not authorize you to reproduce or right protection under RA 8293. Any reproduction and icon of material by yo. tioain suchengement. V: The Shear Values (N) V₁ = VB = Shear Values (N) M₁ = MB =
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