Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Question
Chapter 7, Problem 7.14PFS
To determine
The design of square base plate with A36 steel for a
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Students have asked these similar questions
a w-section is used as a column and is supported by a
concrete pedestal as shown. the column will support a
service deadload of 450KN and service live load of 650KN.
The concrete strength (f'c) = 21 MPa. Determine the
dimensions of the baseplate using asd method &
NSCP (AISC) specifications.
Note: concrete footing dimension 450 x 450 mm
-Steel Column
Base Plate -
Grout
-Washer and Thread
Concrete Footing-
Ancher Rod
Shear Lug
Situation #2
A concrete co lumn has a
diameter 4 300 mm. The
column has 6 6teel
rinforcing bars. Each
renforcing bar has a
crocs-sectiomal area 4
J0o mm2. The column is
I150m lorg and has a
load 17 1,370 kn applied
to a
igid steel plati
af the top y the column.
The plati distributes
the load evenly over the
4 the co lumn.)
tumn)
top
E,- 300 GPa ard Ec=arGPa
Find the sfress in the
&feel ard in the concrete
ard the defomation
urder the load.
Determine the maximum live load that the beam can carry if the beam depth is 600mm and beam
width is 300mm. The dead load is 32 kN/m. The stirrup size is 12mm, the top bars are 2-20mm and the
bottom bars are 5-32mm. The clear distance between layers of bottom bars is the bar size, 32mm. Use
fc' = 28 MPa, Grade 60 reinforcements and concrete cover of 50mm.
WDL = 32 kN/m (INCLUDING BEAM WEIGHT)
WLL = ?? kN/m
Wu kN/m
7.5m
600
od
300
Chapter 7 Solutions
Structural Steel Design (6th Edition)
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