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1. Design the most economical A36 steel base plate to resist a dead load = 1,400 kN and a live load = 1,700 kN. The column is supported by a 700 mm x 700 mm concrete pedestal with fc' = 27 MPa. The column section used is W14x500.

1. Design the most economical A36 steel base plate to resist a dead load = 1,400 kN and a live load = 1,700 kN. The column is supported by a 700 mm x 700 mm concrete pedestal with fc' = 27 MPa. The column section used is W14x500.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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1. Design the most economical A36 steel base bf plate to resist a dead lgad = 1,400 kN and a live load = 1,700 kN. The column is supported by a m 700 mm x 700 mm concrete pedestal with fc' = 27 MPa. The column section used is W14x500. d. 0.95d N A W16x100 is used as a column to carry an axial load of 1,200 kN. Design a base plate to support the column such that m & n_are approximately the same. The base plate is to rest fully on a concrete pedestal with fc' = 21 MPa. Use A50 steel base plate. 2. m •0.80bf n RING
Transcribed Image Text:1. Design the most economical A36 steel base bf plate to resist a dead lgad = 1,400 kN and a live load = 1,700 kN. The column is supported by a m 700 mm x 700 mm concrete pedestal with fc' = 27 MPa. The column section used is W14x500. d. 0.95d N A W16x100 is used as a column to carry an axial load of 1,200 kN. Design a base plate to support the column such that m & n_are approximately the same. The base plate is to rest fully on a concrete pedestal with fc' = 21 MPa. Use A50 steel base plate. 2. m •0.80bf n RING
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