GN ,6N Actual Beam A E 125mm Soomm 6N 6N Puimay stetine AB By = IN By Redandant lathlied structure ac'fa Redundamt aplied structure AC'fce oigin M( real dinding) me Sation Raaye D -o- 125 -0. CE BE -0-125 フュナo125 -2.1 + 6x3 -o-125+x3 3-0-375+X3 BD -o-125 101 AD. -o125 A -3.6+121y -o. 25 +1 -0.5+X4 501 125
GN ,6N Actual Beam A E 125mm Soomm 6N 6N Puimay stetine AB By = IN By Redandant lathlied structure ac'fa Redundamt aplied structure AC'fce oigin M( real dinding) me Sation Raaye D -o- 125 -0. CE BE -0-125 フュナo125 -2.1 + 6x3 -o-125+x3 3-0-375+X3 BD -o-125 101 AD. -o125 A -3.6+121y -o. 25 +1 -0.5+X4 501 125
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
show and prove all calculations in the table
![GN
,6N
Actual Beam
A
E
125mm
Soomm
6N
6N
Puimay stetine
AB
By = IN
By Redandant
lathlied structure
ac'fa
Redundamt
aplied structure
AC'fce](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe30e87bb-2e2b-4371-abc8-d9c31575078c%2F4e60b9bb-b896-426b-b05a-3e6a5165a695%2Fj4hcyjk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:GN
,6N
Actual Beam
A
E
125mm
Soomm
6N
6N
Puimay stetine
AB
By = IN
By Redandant
lathlied structure
ac'fa
Redundamt
aplied structure
AC'fce
![oigin M( real dinding) me
Sation Raaye
D -o- 125
-0.
CE
BE -0-125
フュナo125
-2.1 + 6x3
-o-125+x3
3-0-375+X3
BD -o-125
101
AD. -o125
A
-3.6+121y
-o. 25 +1 -0.5+X4
501
125](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe30e87bb-2e2b-4371-abc8-d9c31575078c%2F4e60b9bb-b896-426b-b05a-3e6a5165a695%2Frd3rr9_processed.jpeg&w=3840&q=75)
Transcribed Image Text:oigin M( real dinding) me
Sation Raaye
D -o- 125
-0.
CE
BE -0-125
フュナo125
-2.1 + 6x3
-o-125+x3
3-0-375+X3
BD -o-125
101
AD. -o125
A
-3.6+121y
-o. 25 +1 -0.5+X4
501
125
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