The beam-column shown below is pinned at both ends and is subjected to the loads shown. Bending is about the strong axis only. Calculate the Interaction Value (answer in 3 decimal places i.e. 0.291, 1.043) using Allowable Stress Design. Use a Cb-2.41. Use K = 1 PD=533 KN PL=538 KN MDTop=240 kN-m MLTop-419 kN-m MDBot 56 kN-m
The beam-column shown below is pinned at both ends and is subjected to the loads shown. Bending is about the strong axis only. Calculate the Interaction Value (answer in 3 decimal places i.e. 0.291, 1.043) using Allowable Stress Design. Use a Cb-2.41. Use K = 1 PD=533 KN PL=538 KN MDTop=240 kN-m MLTop-419 kN-m MDBot 56 kN-m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
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![rx=134.87 mm
Lp=3.26m
Lr=11.43m
Consider Pdelta in calculating the interaction value by using the factor on Mr:
Cm
B₁ =
PD
PL
L
1-
Pr
Pel
O
Мотор
MLTOP
MpBat](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F04642284-c5c7-49c1-acde-2a0d8aae4fb0%2F1fa8d4f3-6993-493d-b047-2ffcfd11d191%2Fe8ru8r_processed.jpeg&w=3840&q=75)
Transcribed Image Text:rx=134.87 mm
Lp=3.26m
Lr=11.43m
Consider Pdelta in calculating the interaction value by using the factor on Mr:
Cm
B₁ =
PD
PL
L
1-
Pr
Pel
O
Мотор
MLTOP
MpBat
![The beam-column shown below is pinned at both ends and is subjected to the loads shown. Bending is about the
strong axis only. Calculate the Interaction Value (answer in 3 decimal places i.e. 0.291, 1.043) using Allowable
Stress Design. Use a Cb-2.41. Use K = 1
PD=533 KN
PL=538 KN
MDTop=240 kN-m
MLTop-419 kN-m
MDBot 56 kN-m
MLBot 125 kN-m
L-4.57m
Steel section is a A992 W12x72
Properties of W12x72
Fy=345 MPa
A-13,613 mm²
Sy=541x10 mm²
ly=81x10 mm4
Zy=806x10³ mm³
Sx-1596x10³ mm3
Ix=248x10° mm²
Zx=1770x10 mm³
ry=77.22 mm
€
Bo](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F04642284-c5c7-49c1-acde-2a0d8aae4fb0%2F1fa8d4f3-6993-493d-b047-2ffcfd11d191%2Fl7uahs_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The beam-column shown below is pinned at both ends and is subjected to the loads shown. Bending is about the
strong axis only. Calculate the Interaction Value (answer in 3 decimal places i.e. 0.291, 1.043) using Allowable
Stress Design. Use a Cb-2.41. Use K = 1
PD=533 KN
PL=538 KN
MDTop=240 kN-m
MLTop-419 kN-m
MDBot 56 kN-m
MLBot 125 kN-m
L-4.57m
Steel section is a A992 W12x72
Properties of W12x72
Fy=345 MPa
A-13,613 mm²
Sy=541x10 mm²
ly=81x10 mm4
Zy=806x10³ mm³
Sx-1596x10³ mm3
Ix=248x10° mm²
Zx=1770x10 mm³
ry=77.22 mm
€
Bo
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