A WT12 section is to be chosen to resist a service dead load of 200 kip and live load of 300 kips in compression. The member is A992 steel and the effective length for all axes is 9.5 ft. Note: Flexural buckling stress occurs at the non-symmetric axis Compute the governing slenderness ratio. Select one: a. 22.41 b. 32.39 c. 40.68 d. 45.31 A WT12 section is to be chosen to resist a service dead load of 200 kip and live load of 300 kips in compression. The member is A992 steel and the effective length for all axes is 9.5 ft. Note: Flexural buckling stress occurs at the non-symmetric axis Assuming that the slenderness ratio is 50, compute the minimum required area to carry the service loads, in mm^2. Select one: a. 17.42 b. 19.21 c. 21.61 d. 22.41 A WT12 section is to be chosen to resist a service dead load of 200 kip and live load of 300 kips in compression. The member is A992 steel and the effective length for all axes is 9.5 ft. Note: Flexural buckling stress occurs at the non-symmetric axis Compute the critical buckling stress. Select one: a. 41.43 b. 52.51 c. 55.05 d. 46.31 A WT12 section is to be chosen to resist a service dead load of 200 kip and live load of 300 kips in compression. The member is A992 steel and the effective length for all axes is 9.5 ft. Note: Flexural buckling stress occurs at the non-symmetric axis Compute the factored load using LRFD, in kips. Select one: a. 680 b. 940 c. 720 d. 830
A WT12 section is to be chosen to resist a service dead load of 200 kip and live load of 300 kips in compression. The member is A992 steel and the effective length for all axes is 9.5 ft.
Note: Flexural buckling stress occurs at the non-symmetric axis
Compute the governing slenderness ratio.
A WT12 section is to be chosen to resist a service dead load of 200 kip and live load of 300 kips in compression. The member is A992 steel and the effective length for all axes is 9.5 ft.
Note: Flexural buckling stress occurs at the non-symmetric axis
Assuming that the slenderness ratio is 50, compute the minimum required area to carry the service loads, in mm^2.
A WT12 section is to be chosen to resist a service dead load of 200 kip and live load of 300 kips in compression. The member is A992 steel and the effective length for all axes is 9.5 ft.
Note: Flexural buckling stress occurs at the non-symmetric axis
Compute the critical buckling stress.
A WT12 section is to be chosen to resist a service dead load of 200 kip and live load of 300 kips in compression. The member is A992 steel and the effective length for all axes is 9.5 ft.
Note: Flexural buckling stress occurs at the non-symmetric axis
Compute the factored load using LRFD, in kips.
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