REINFORCEMENT BARS ANCHORS
Project Title
Project Title!
No Project Title!
PROPOSED NEW SIX STOREY SECONDARY SCHOOL AT ANCHORVALE CRESCENT
Punggol NC1&C2
KALLANG WHAMPOA C74
St Thomas Walk Condominium – 35 Storey Condominium
CRATER LAKE - PRECAST STAIRCASE STAIRCASE DESIGN
Hougang Plaza – Apartment cum Shopping Center
Commercial and Residential Apartments (90 units) at Ang Mo Kio Street 66
Notes
lifting using reinforcement bars
φ
rebar
,
12
10
12
13
16
20
25
mm rebars
nos
,
1
nos f
st
=
500
460
410
250
N/mm
2
h
1
=
mm
b
1
=
mm
β
1
Parallel to line of rebar hook
30
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
degree
β
2
Away from line of rebar hook
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
degree
Design Code,
CP 65 Part 1: 1999 and EC02
Concrete
CUBE
strength,
f
ck.cube
30
10
15
20
25
30
35
40
45
50
N/mm
2
, cube strength
Bond Condition,
bad
good
N/mm
2
Ultimate Vertical Force, P
v
=
kN
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