dm b KN c KN dm em 41 F 41 i. Shear at column DG, VDG SOLVE FOR i and a KN 21 31 31 21 21 fm G 31 Shear at beam HI, VHI B a. 20 kn 51 b. 18 kn c. 15 kn E d. 3.80 m e. 4.20 m f. 4m g. 4.50 m 21 31 31 gm 51 H 51 fm 41 M
dm b KN c KN dm em 41 F 41 i. Shear at column DG, VDG SOLVE FOR i and a KN 21 31 31 21 21 fm G 31 Shear at beam HI, VHI B a. 20 kn 51 b. 18 kn c. 15 kn E d. 3.80 m e. 4.20 m f. 4m g. 4.50 m 21 31 31 gm 51 H 51 fm 41 M
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
ANSWER PLEASE!! SOLVE i and j
Problem : The indeterminate frame shown below is loaded with lateral forces applied on each level. Using Factor Method, draw the approximate moment and shear diagram of the structure due to the applied loads. Show your complete solution from the determination of girder/column factor, carry over factor, girder/column moment factor up to computation of end-moment for each member.
![b KN
c KN
wp
E
d m
em
Instruction: Solve the following problem/s and show your complete solution for each. Input your final
answers on the online Form in the link. Variables (a, b, c, d, etc.) can be found on the list on page. You
must upload your plate on the last part of the online Form.
Problem 1. The indeterminate frame shown below is loaded with lateral forces applied on each level.
Using Factor Method, draw the approximate moment and shear diagram of the structure due to the
applied loads. Show your complete solution from the determination of girder/column factor, carry over
factor, girder/column moment factor up computation of end-moment for each member.
From your computation, provide the following unknowns in the Form;
a.
Girder factor at joint D, go
b.
Column factor at joint K, CK
C.
Girder moment factor at joint F, GF
d.
Column moment factor at joint E, CE
e.
Bending moment at column AC, MAC
f.
Bending moment at girder ED, MED
g.
Bending moment at girder CD, MCD h.
Bending moment at column HL, MHL
i.
Shear at column DG, VDG
Shear at beam HI, VHI
SOLVE FOR i and j
a KN
21
B
31
C
41
FL
41
J
21
21
fm
D
ה
K
31
31
31
31
gm
51
E
51
H
51
L
a. 20 kn
b. 18 kn
c. 15 kn
d. 3.80 m
e. 4.20 m
f. 4m
g. 4.50 m
21
fm
41
1
M](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb1b78af1-386e-41b2-8bdb-6e27d649dd8a%2Ffc4841ec-4245-49c6-9511-242f439e40bb%2Fkioci33_processed.jpeg&w=3840&q=75)
Transcribed Image Text:b KN
c KN
wp
E
d m
em
Instruction: Solve the following problem/s and show your complete solution for each. Input your final
answers on the online Form in the link. Variables (a, b, c, d, etc.) can be found on the list on page. You
must upload your plate on the last part of the online Form.
Problem 1. The indeterminate frame shown below is loaded with lateral forces applied on each level.
Using Factor Method, draw the approximate moment and shear diagram of the structure due to the
applied loads. Show your complete solution from the determination of girder/column factor, carry over
factor, girder/column moment factor up computation of end-moment for each member.
From your computation, provide the following unknowns in the Form;
a.
Girder factor at joint D, go
b.
Column factor at joint K, CK
C.
Girder moment factor at joint F, GF
d.
Column moment factor at joint E, CE
e.
Bending moment at column AC, MAC
f.
Bending moment at girder ED, MED
g.
Bending moment at girder CD, MCD h.
Bending moment at column HL, MHL
i.
Shear at column DG, VDG
Shear at beam HI, VHI
SOLVE FOR i and j
a KN
21
B
31
C
41
FL
41
J
21
21
fm
D
ה
K
31
31
31
31
gm
51
E
51
H
51
L
a. 20 kn
b. 18 kn
c. 15 kn
d. 3.80 m
e. 4.20 m
f. 4m
g. 4.50 m
21
fm
41
1
M
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