Verify the adequacy of column BC, part of a sway frame structure, to carry the loads shown in the figure. Thecolumn is made of ASTM A992 steel (Fy = 50 ksi). Use LRFD specifications. For determining its effective%3Dlength factor, neglect inelastic effect.W18x50L=D35 ft800 in.4L =D 35 ft=800 in."Webs of columns andgirders are in theplane of the frame.W24x55W24x55L=35 ft=1,350 in."L=35 ftk3D1,350 in.A7777PD=D100kipsPL%=D300 kipsPo=D41.5 kipsP%=D125 kips> W14x82L-14 ftl-881 inW14x82L=14 ftk = 881 in

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Verify the adequacy of column BC, 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 4. k=800 in. L= 35 ft k= 800 in." C Webs of columns and girders are in the plane of the frame. W24x55 W24x55 L= 35 ft x=1,350 in. L= 35 ft =1,350 in. 4. 777711 Po= 100 kips P 300 kips Po 41.5 kips P = 125 kips » W14x82 L=14 ft I= 881 in W14x82 B. L=14 ft k=881 in

Verify the adequacy of column BC, 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 4. k=800 in. L= 35 ft k= 800 in." C Webs of columns and girders are in the plane of the frame. W24x55 W24x55 L= 35 ft x=1,350 in. L= 35 ft =1,350 in. 4. 777711 Po= 100 kips P 300 kips Po 41.5 kips P = 125 kips » W14x82 L=14 ft I= 881 in W14x82 B. L=14 ft k=881 in

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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Question

Verify the adequacy of column BC, 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
%3D
length factor, neglect inelastic effect.
W18x50
L=D35 ft
800 in.4
L =D 35 ft
=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
k3D1,350 in.
A
7777
PD=D100kips
PL%=D300 kips
Po=D41.5 kips
P%=D125 kips
> W14x82
L-14 ft
l-881 in
W14x82
L=14 ft
k = 881 in

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