SITUATION 1 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 C I= 800 in." Webs of columns and girders are in the plane of the frame. W24x55 W24x55 L= 35 ft k= 1,350 in." L= 35 ft =1,350 in. A Po = 100 kips P = 300 kips Po = 41.5 kips P = 125 kips > W14x82 L= 14 ft ly = 881 in. W14x82 L = 14 ft x = 881 in.

SITUATION 1 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 C I= 800 in." Webs of columns and girders are in the plane of the frame. W24x55 W24x55 L= 35 ft k= 1,350 in." L= 35 ft =1,350 in. A Po = 100 kips P = 300 kips Po = 41.5 kips P = 125 kips > W14x82 L= 14 ft ly = 881 in. W14x82 L = 14 ft x = 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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Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

SITUATION 1
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
Ix= 800 in.*
Webs of columns and
girders are in the
plane of the frame.
W24x55
W24x55
L= 35 ft
x = 1,350 in.
L= 35 ft
k = 1,350 in.
A
Po = 100 kips
PL= 300 kips
Pp= 41.5 kips
P = 125 kips
» W14x82
L= 14 ft
W14x82
B.
L= 14 ft
Ix = 881 in.
Ix = 881 in.

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