Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
how to we solve the 157625/24 EI and 5775/4EI?
![on
Solving equation and
CY= 157625
24 J
and
Cy: 5775
HET
As per conjugate beary Method:~
Oc= Shear force at C in conjugate bear
=> 0₁ = −5775
415
2
1443.75
FT
and Sc= Bending moment at C in conjugate beam
6567.7083
157625 =
⇒ &c=
f
24 EJ
ЕТ](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7c199501-ed17-492e-8d59-cdcdd63d934c%2F7924f8dc-5646-426b-91e0-047991c73440%2Fl88blh_processed.jpeg&w=3840&q=75)
Transcribed Image Text:on
Solving equation and
CY= 157625
24 J
and
Cy: 5775
HET
As per conjugate beary Method:~
Oc= Shear force at C in conjugate bear
=> 0₁ = −5775
415
2
1443.75
FT
and Sc= Bending moment at C in conjugate beam
6567.7083
157625 =
⇒ &c=
f
24 EJ
ЕТ
![In conjugate
Bending
bear! -
moment at Hinge B = 0
(312.5 x
FT
=> — Co₁ + (Cyr 5) =
Sys
:) + Cry + 5ly = 15625
24 [T
MMA O
1-3 - (1 - (-)-(+57] (10-²) + (22+57 (1)
312.5
Cry + (Cyx 15 =
195
=) - (y + 15 Cy = 15088-54167
175 có
ET
2
(2x 10)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7c199501-ed17-492e-8d59-cdcdd63d934c%2F7924f8dc-5646-426b-91e0-047991c73440%2Fqca8w8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:In conjugate
Bending
bear! -
moment at Hinge B = 0
(312.5 x
FT
=> — Co₁ + (Cyr 5) =
Sys
:) + Cry + 5ly = 15625
24 [T
MMA O
1-3 - (1 - (-)-(+57] (10-²) + (22+57 (1)
312.5
Cry + (Cyx 15 =
195
=) - (y + 15 Cy = 15088-54167
175 có
ET
2
(2x 10)
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