Situation 3 - The entrance of a building has a roof that supports the load "w" as shown in the figure. The supports at A and B can be considered hinged. The column AC is fixed at C. Properties of AC (W460x97): I = 445 x 10^6 mm^4 d = 467 mm A = 12300 mm 2 E = 200 GPa T= 190 mm Fy = 248 MPa 6 m W kN/m = 42.9 mm 2 m 8m 9. Compute the effective length of AC in meters. A. 3.6 C. 4.8 B. 4.2 D. 5.2 10. Compute the allowable axial load on member AC in kN. Use NSCP 2001. A. 1356 C. 1039
Situation 3 - The entrance of a building has a roof that supports the load "w" as shown in the figure. The supports at A and B can be considered hinged. The column AC is fixed at C. Properties of AC (W460x97): I = 445 x 10^6 mm^4 d = 467 mm A = 12300 mm 2 E = 200 GPa T= 190 mm Fy = 248 MPa 6 m W kN/m = 42.9 mm 2 m 8m 9. Compute the effective length of AC in meters. A. 3.6 C. 4.8 B. 4.2 D. 5.2 10. Compute the allowable axial load on member AC in kN. Use NSCP 2001. A. 1356 C. 1039
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![7. Determine the maximum allowable live load if the dead load is
1380 kN using ASD.
A. 3365
C. 2402
D. 2899
B. 2504
8. Determine the maximum allowable live load if the dead load is
1380 kN using LRFD.
A. 3467
C. 2798
D. 2387
B. 2518
Situation 3 - The entrance of a building has a roof that supports the
load "W" as shown in the figure. The supports at A and B can be
considered hinged. The column AC is fixed at C.
Properties of AC (W460x97):
I = 445 x 10^6 mm^4
d = 467 mm
A = 12300 mm^2
E = 200 GPa
T₂ = 190 mm
Ty = 42.9 mm
Fy 248 MPa
6 m
W kN/m
2 m
8 m
9. Compute the effective length of AC in meters.
A. 3.6
C. 4.8.
B. 4.2
D. 5.2
10.
Compute the allowable axial load on member AC in kN. Use
NSCP 2001.
A. 1356
C. 1039](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc6d77724-1d79-4cc2-9f9d-99150202a453%2F4e16d0ab-ef9a-4a35-aec4-ce9a77de95ed%2F7knquv_processed.jpeg&w=3840&q=75)
Transcribed Image Text:7. Determine the maximum allowable live load if the dead load is
1380 kN using ASD.
A. 3365
C. 2402
D. 2899
B. 2504
8. Determine the maximum allowable live load if the dead load is
1380 kN using LRFD.
A. 3467
C. 2798
D. 2387
B. 2518
Situation 3 - The entrance of a building has a roof that supports the
load "W" as shown in the figure. The supports at A and B can be
considered hinged. The column AC is fixed at C.
Properties of AC (W460x97):
I = 445 x 10^6 mm^4
d = 467 mm
A = 12300 mm^2
E = 200 GPa
T₂ = 190 mm
Ty = 42.9 mm
Fy 248 MPa
6 m
W kN/m
2 m
8 m
9. Compute the effective length of AC in meters.
A. 3.6
C. 4.8.
B. 4.2
D. 5.2
10.
Compute the allowable axial load on member AC in kN. Use
NSCP 2001.
A. 1356
C. 1039
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