Verify the adequacy of column AB, part of a sway frame structure, to carry the loads shown in the figure. The column is made of ASTM A992 steel (Fy = 50 ksi). Use LRFD specifications. For determining its effective length factor, neglect inelastic effect. W18x50 L= 35 ft k= 800 in.* L= 35 ft k= 800 in." Webs of columns and girders are in the plane of the frame. W24x55 W24x55 L= 35 ft =1,350 in." L- 35 ft 4=1,350 in. Po= 41.5 kips P= 125 kips P= 300 kips sdy 001 = W14x82 W14x82 L= 14 ft = 881 in. L=14 ft x = 881 in
Verify the adequacy of column AB, part of a sway frame structure, to carry the loads shown in the figure. The column is made of ASTM A992 steel (Fy = 50 ksi). Use LRFD specifications. For determining its effective length factor, neglect inelastic effect. W18x50 L= 35 ft k= 800 in.* L= 35 ft k= 800 in." Webs of columns and girders are in the plane of the frame. W24x55 W24x55 L= 35 ft =1,350 in." L- 35 ft 4=1,350 in. Po= 41.5 kips P= 125 kips P= 300 kips sdy 001 = W14x82 W14x82 L= 14 ft = 881 in. L=14 ft x = 881 in
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Verify the adequacy of column AB, part of a sway frame structure, to carry the loads shown in the figure. The column is made of ASTM
A992 steel (Fy = 50 ksi). Use LRFD specifications. For determining its effective length factor, neglect inelastic effect.
W18x50
L= 35 ft
k= 800 in.*
L= 35 ft
k= 800 in."
Webs of columns and
girders are in the
plane of the frame.
W24x55
W24x55
L= 35 ft
=1,350 in."
L- 35 ft
4=1,350 in.
Po= 41.5 kips
P= 125 kips
P= 300 kips
sdy 001 =
W14x82
W14x82
L= 14 ft
= 881 in.
L=14 ft
x = 881 in](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6e46e6ad-f5ed-441e-8470-7dd512612a97%2Faf5ca4e4-72a8-4a34-84c5-41b3e18287e9%2F7bzgvmd_processed.png&w=3840&q=75)
Transcribed Image Text:Verify the adequacy of column AB, part of a sway frame structure, to carry the loads shown in the figure. The column is made of ASTM
A992 steel (Fy = 50 ksi). Use LRFD specifications. For determining its effective length factor, neglect inelastic effect.
W18x50
L= 35 ft
k= 800 in.*
L= 35 ft
k= 800 in."
Webs of columns and
girders are in the
plane of the frame.
W24x55
W24x55
L= 35 ft
=1,350 in."
L- 35 ft
4=1,350 in.
Po= 41.5 kips
P= 125 kips
P= 300 kips
sdy 001 =
W14x82
W14x82
L= 14 ft
= 881 in.
L=14 ft
x = 881 in
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