An interior column is to be designed as a part of an unbraced frame system, located at the ground floor. It is to be pin- supported at the foundation end, and it is to be connected by two W14x82 girders and a W18x130 column at the other end. All of the members, including the column described, are mad of ASTM A992 steel. Architectural specifications require that the column is to be designed as a rolled W-section with a depth of 21 inches. The column is expected to carry the axial compressive load of 250 kN dead load and 300 kN live load. The length of the girders and columns are 5 meters and 3.5 meters respectively. Select the best section that should be used for the said column. For determining effective length factors, neglect inelastic action; and use major axis moment inertia for girders and minor axis moment of inertia for columns. Use LRFD specifications from 2015 NSCP Vol. 1.
An interior column is to be designed as a part of an unbraced frame system, located at the ground floor. It is to be pin- supported at the foundation end, and it is to be connected by two W14x82 girders and a W18x130 column at the other end. All of the members, including the column described, are mad of ASTM A992 steel. Architectural specifications require that the column is to be designed as a rolled W-section with a depth of 21 inches. The column is expected to carry the axial compressive load of 250 kN dead load and 300 kN live load. The length of the girders and columns are 5 meters and 3.5 meters respectively. Select the best section that should be used for the said column. For determining effective length factors, neglect inelastic action; and use major axis moment inertia for girders and minor axis moment of inertia for columns. Use LRFD specifications from 2015 NSCP Vol. 1.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:An interior column is to be designed as a part of an unbraced
frame system, located at the ground floor. It is to be pin-
supported at the foundation end, and it is to be connected by
two W14x82 girders and a W18x130 column at the other end.
All of the members, including the column described, are made
of ASTM A992 steel. Architectural specifications require that
the column is to be designed as a rolled W-section with a
depth of 21 inches. The column is expected to carry the axial
compressive load of 250 kN dead load and 300 kN live load.
The length of the girders and columns are 5 meters and 3.5
meters respectively. Select the best section that should be
used for the said column. For determining effective length
factors, neglect inelastic action; and use major axis moment of
inertia for girders and minor axis moment of inertia for
columns. Use LRFD specifications from 2015 NSCP Vol. 1.
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