Civil Engineering Reference
In-Depth Information
Table 10.2
Dimensions and properties of specimens
Column and beam
Wall panel
Vertical load
Specimen
name
Hoop steel
(mm
b
)
Longitudinal
steel
Longitudinal
steel (%)
Panel pteel
(mm
b
)
Panel steel
(%)
ρ
w
f
c
(MPa
a
)
P
(KN
c
)
P
P
o
ratio
FSW-13
56.91
#2@63.5
6#4
3.33
W2@152.4
0.23
89
0.07
FSW-6
49.75
#2@63.5
6#4
3.33
#2@152.4
0.55
89
0.08
FSW-11
∗
56.99
#2@63.5
#2@31.75
6#4
3.33
#2@76.2
1.10
89
0.07
FSW-8
48.29
#2@63.5
6#4
3.33
W2@152.4
0.23
267
0.24
FSW-5
56.34
#2@63.5
6#4
3.33
#2@152.4
0.55
267
0.20
FSW-9
50.24
#2@63.5
#2@31.75
6#4
3.33
#2@76.2
1.10
267
0.23
FSW-12
57.07
#2@63.5
6#4
3.33
W2@152.4
0.23
534
0.40
FSW-4
49.51
D3@63.5
6#4
3.33
#2@152.4
0.55
534
0.46
FSW-10
∗
55.85
#2@63.5
#2@31.75
6#4
3.33
#2@76.2
1.10
534
0.41
a
1MPa
=
0.145 ksi.
b
1mm
=
0.0394 in.
c
1KN
=
0.22 kip.
