5. The beam-column has a height of 7.5m and is a member of a braced frame. It is subjected to an axial load of DL=65KN and LL- 100KN. It is pinned at both ends. A W12X35 section was used and was made up of A-36 steel with Fy-250MPa. Compute the interaction value for beam- column based on NSCP 2015 code provisions. Ngelect the weight of the section.
5. The beam-column has a height of 7.5m and is a member of a braced frame. It is subjected to an axial load of DL=65KN and LL- 100KN. It is pinned at both ends. A W12X35 section was used and was made up of A-36 steel with Fy-250MPa. Compute the interaction value for beam- column based on NSCP 2015 code provisions. Ngelect the weight of the section.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![5. The beam-column has a height of 7.5m and is a member of a braced
frame. It is subjected to an axial load of DL-65KN and LL= 1OOKN. It is
pinned at both ends. A W12X35 section was used and was made up of
A-36 steel with Fy-250MPA. Compute the interaction value for beam-
column based on NSCP 2015 code provisions. Ngelect the weight of
the section.
A = 6645 mm2
Zx- 839x10^3 mm3
d- 317.50mm
Sx- 747x10^3 mm3
tw= 7.62
Rx= 133.35
bf= 166.62
ly= 10x10^6 mm4
tf- 13.21
Sy= 122x10^3 mm3
Ix= 119x10^6 mm4
Ry3 39.12mm
3.5
Note: Use C=D1.00%--0.2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa8784d4a-62a9-41f0-9564-190d486f5a1f%2Fc3f19b79-9366-40f3-b6dd-fdcef4a87ff5%2F1ir7odq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:5. The beam-column has a height of 7.5m and is a member of a braced
frame. It is subjected to an axial load of DL-65KN and LL= 1OOKN. It is
pinned at both ends. A W12X35 section was used and was made up of
A-36 steel with Fy-250MPA. Compute the interaction value for beam-
column based on NSCP 2015 code provisions. Ngelect the weight of
the section.
A = 6645 mm2
Zx- 839x10^3 mm3
d- 317.50mm
Sx- 747x10^3 mm3
tw= 7.62
Rx= 133.35
bf= 166.62
ly= 10x10^6 mm4
tf- 13.21
Sy= 122x10^3 mm3
Ix= 119x10^6 mm4
Ry3 39.12mm
3.5
Note: Use C=D1.00%--0.2
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