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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Planar Stresses

Question

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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