Basic HTML Version
309
IBRACON Structures and Materials Journal • 2012 • vol. 5 • nº 3
P. P. NASCIMENTO | R. B. GOMES
|
L. L. J. BORGES
|
D. L. DAVID
^
Figure 7 – Location of stirrups at compressed face of column
120
P
e = 60 mm
i
250
P1
250
155
P
e = 42.5 mm
i
P2
110
140
110
130
130
490
110
140
110
110
380
490
110
380
110
140
110
130
130
490
110
140
110
110
235
110
130
130
300
110
235
110
110
140
110
130
130
110
140
110
110
110
85
85
100
e = 42.5 mm
i
155
35 25
55
140
55
250
Connector
110
25
120 35
155
Stirrup
100
Connector
e = 42.5 mm
i
155
35 25
55
140
55
250
Connector
e = 42.5 mm
i
155
35 25
55
140
55
250
Connector
e = 42.5 mm
i
155
35 25
55
140
55
250
Connector
e = 42.5 mm
i
155
35 25
55
140
55
250
Connector
e = 42.5 mm
i
155
35 25
55
140
55
250
Connector
e = 42.5 mm
i
155
35 25
55
140
55
250
Connector
110
990
110
130
130
575
110
100
110
575
250
110
70
Stirrup
Connector
140
55
55
250
P8
P6
P6A
P4
P3
P5
P7
Longitudinal
reinforcement