1.Design the most economical A36 steel basebfplate to resist a dead lgad = 1,400 kN and a liveload = 1,700 kN. The column is supported by am700 mm x 700 mm concrete pedestal with fc' =27 MPa. The column section used is W14x500.d.0.95d NA W16x100 is used as a column to carry anaxial load of 1,200 kN. Design a base plate tosupport the column such that m & n_areapproximately the same. The base plate is torest fully on a concrete pedestal with fc' = 21MPa. Use A50 steel base plate.2.m•0.80bfnRING

Solving the first problem: Given: Live Load = 1700 kN; Dead Load = 1400 kN fc = 27 MPa; Column…

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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