Hello, this is a topic in structural theory. Can you explain when he was getting the summation of moment in d he did not include AH HRAVOffice White BoardSTRUCTURAL THEORY 1CHAPTER 2. ANALYSIS OF DET. STRUCTURES2.1 BEAMS & PIN-CONN. STRUC.15 KN4mSKNA3m 2mr=3n10 KNÏ Į9=9@whole struc:2m 2ml DvSTAT. DET.9=3(3): STABLE3 клупаZM₂=OAv (9)-5 (1.5) - 10 (4)-15 (2)+3(4)( *₂2₂)=0Av = 14.611 KN ↑ZFV=O ↑C+1A@mem. AB:5KN4mi.s14.611ZF=01(+)Br +14.611-5=OBr=-9.61 KNBy=9.611 KAD.+14.611-5-10-16 = 01.5CAMBO@mem BC1012013- A# (4) + 14.611(2)-5 (1.5) = 0AH=9.083 KN →BH=9.083 KN2m 2mm9.6"ZF-O 16+Cv+9.611-Cv = 15.38MFH=0->-CH+9.08C# = 9.0mem. coLis2.083IS.38

The given frame has 2 supports.A and D both are pinned ones.At A and D , horizontal and vertical…

Answered: Hello, this is a topic in structural…

Hello, this is a topic in structural theory. Can you explain when he was getting the summation of moment in d he did not include AH

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Moments

There are various practical applications of the concept of moments, like a rotation of the crank due to linear motion of the piston, the moment of inertia and its use in designing beams and columns, bending moment concept, torque, twisting moment, etc.

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Hello, this is a topic in structural theory. Can you explain when he was getting the summation of moment in d he did not include AH

HRAVOffice White Board
STRUCTURAL THEORY 1
CHAPTER 2. ANALYSIS OF DET. STRUCTURES
2.1 BEAMS & PIN-CONN. STRUC.
15 KN
4m
SKN
A3m 2m
r=3n
10 KN
Ï Į
9=9
@whole struc:
2m 2ml Dv
STAT. DET.
9=3(3): STABLE
3 клупа
ZM₂=O
Av (9)-5 (1.5) - 10 (4)-15 (2)
+3(4)( *₂2₂)=0
Av = 14.611 KN ↑
ZFV=O ↑C+1
A
@mem. AB:
5KN
4m
i.s
14.611
ZF=01(+)
Br +14.611-5=O
Br=-9.61 KN
By=9.611 KA
D.+14.611-5-10-16 = 0
1.5
CAMBO
@mem BC
101
2013
- A# (4) + 14.611(2)
-5 (1.5) = 0
AH=9.083 KN →
BH=9.083 KN
2m 2mm
9.6"
ZF-O 16+
Cv+9.611-
Cv = 15.38
MFH=0->
-CH+9.08
C# = 9.0
mem. co
Lis
2.083
IS.38

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