A tied column 300 x 350 mm as shown in the figure is reinforced with 6 pieces steel bars having fy = 414 MPa and fc’ = 21 MPa as shown in the figure. The column is to resist a factored load of  1200 kN and factored moment of  280 kNm. Using the interaction diagram, determine the following: a. eccentricity, e b. steel ratio c. diameter of the steel bars

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
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Author:Saeed Moaveni
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Chapter7: Length And Length-related Variables In Engineering
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A tied column 300 x 350 mm as shown in the figure is reinforced with 6 pieces steel bars
having fy = 414 MPa and fc’ = 21 MPa as shown in the figure. The column is to resist a factored
load of  1200 kN and factored moment of  280 kNm. Using the interaction
diagram, determine the following:
a. eccentricity, e
b. steel ratio
c. diameter of the steel bars

Ag
K
ksi
7.0
6.0
5.0
4.0
3.0
2.0
1.0
= 0.
06
05-
0.04
0.037
02
08
INTERACTION DIAGRAM E4-60.60|
|f=4 ksi
f, -60 ksi
7 -0.60
PB 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08
h/h 1.00 1.00 1.07 1.17 1.26 1.34 1.42 1.50
@
0.30
0.20 0.40
3/h 0.10^
0.60
0.80
Pn
Ag
0.20
1.00
e_ØM
hA₂h
X =
·
1.20
ksi
0,40
1.40
0.50
Le/h=1.00-
1.60
1.80
2.00
Transcribed Image Text:Ag K ksi 7.0 6.0 5.0 4.0 3.0 2.0 1.0 = 0. 06 05- 0.04 0.037 02 08 INTERACTION DIAGRAM E4-60.60| |f=4 ksi f, -60 ksi 7 -0.60 PB 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 h/h 1.00 1.00 1.07 1.17 1.26 1.34 1.42 1.50 @ 0.30 0.20 0.40 3/h 0.10^ 0.60 0.80 Pn Ag 0.20 1.00 e_ØM hA₂h X = · 1.20 ksi 0,40 1.40 0.50 Le/h=1.00- 1.60 1.80 2.00
70
105
105
70
Transcribed Image Text:70 105 105 70
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