3. Determine the axial compressive strength based on the limit states of flexural buckling using NSCP 2015 provisions (ASD & LRFD). Use Fy = 50 ksi, E = 29,000 ksi L = 13 ft W10 x 39 Properties d = 9.92 in bf = 7.99 in tf = 0.53 in tw = 0.315 in A = 11.5 in² ry = 1.98 in rx = 4.27 in kdes = 1.03 in L
3. Determine the axial compressive strength based on the limit states of flexural buckling using NSCP 2015 provisions (ASD & LRFD). Use Fy = 50 ksi, E = 29,000 ksi L = 13 ft W10 x 39 Properties d = 9.92 in bf = 7.99 in tf = 0.53 in tw = 0.315 in A = 11.5 in² ry = 1.98 in rx = 4.27 in kdes = 1.03 in L
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Chapter9: Composite Construction
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Problem 9.1.3P
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![3. Determine the axial compressive strength based on the limit states of flexural buckling using
NSCP 2015 provisions (ASD & LRFD). Use Fy = 50 ksi, E = 29,000 ksi
L = 13 ft
W10 x 39 Properties
d = 9.92 in
bf = 7.99 in
tf = 0.53 in
tw = 0.315 in
A = 11.5 in²
ry = 1.98 in
rx = 4.27 in
kdes = 1.03 in
L](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F30162bac-c212-4545-b741-eb081dbb6e9c%2Fe9710384-7291-4db8-8b8e-dfc181712bc7%2Fwswe1xf_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3. Determine the axial compressive strength based on the limit states of flexural buckling using
NSCP 2015 provisions (ASD & LRFD). Use Fy = 50 ksi, E = 29,000 ksi
L = 13 ft
W10 x 39 Properties
d = 9.92 in
bf = 7.99 in
tf = 0.53 in
tw = 0.315 in
A = 11.5 in²
ry = 1.98 in
rx = 4.27 in
kdes = 1.03 in
L
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