LES
D = 300 mnm
A = 200 mm
2. Aconcrete column has a diameter of 300 mm. The
column has 6 steel reinforcing rods. Each rod has a
cross-sectional area of 200 mm2. Es = 210 GPa and
Ec = 25 GPa The column is 1.15 m long and has a
load of 1.37 MN is applied to a rigid steel plate at the
top of the column (the plate distributes the load evenly
over the top of the column). Find the stress in the
steel and in the concrete, and the deformation under
the load.
137 MIN
1.15 m
ANSWER: os = 58 MPa; o c = 126.7 MPa
8s = 0.00221 mm; &c = 0.00222 mm
71 Strain Part 3
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seee
colume one 300 mm 200 mm
2l1/2 base into =
2 pai r square
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