eps edge protection- anchor check
DESCRIPTION
Ancor checkTRANSCRIPT
-
Tour25
Harrow, MTel. 0
FH1 =
FT
BRIEFEPS EdgeAnchor: M
Post & SlPost heighSlab brac Loading cHorizontaMoment dTension foDesign Lo
reen Group Cecil Road
Middlesex, HA3 5Q02084247998
0.3kN
1425
= 7.125kN
: e Protection S
M16 - R-DCA W
lab Bracket dht ket bottom pla
considered inl load at the to
due to horizontorce in Anchooad of M16 - R
QY
Proje
Secti
Calc.
60
AOveto F
MH1
System used wWedge Ancho
details:
ate diameter
n accordanceop of the post tal force at ther due to momeR-DCA Wedge
ect
on EPS
by MM
Da
erturning m oFH1, MH1=0.42
with EPS Slab or
e with: BS EN
e bottoment e Anchor
Observato
Edge Protectate 4/23/2015
m ent due28kNm
Bracket
h = 1.425 md = 120 mm
N 13374:2013FH1 = 0.3 kNMH1 = FH1 * hT = MH1 /(d /NRd = 17.35
NRd > T Anchors pu
ory House
ion Anchor cChk'd by
m m
N h = 0.428 kNm/ 2) = 7.125 kN
5 kN
ullout strength
check Date
EPS Slab B
m N
PAh is sufficient
Job Ref.
Sheet no
App'd by
Bracket
ASS
TNB 396 ./rev.
1 Date
EPS Po
ost
-
Tour25
Harrow, MTel. 0
reen Group Cecil Road
Middlesex, HA3 5Q02084247998
QY
Proje
Secti
Calc.
ect
on EPS
by MM
Da
Observato
Edge Protectate 4/23/2015
ory House
ion Anchor cChk'd by
check Date
Job Ref.
Sheet no
App'd by
TNB 396 ./rev.
2 Date
-
Tour25
Harrow, MTel. 0
reen Group Cecil Road
Middlesex, HA3 5Q02084247998
QY
Proje
Secti
Calc.
ect
on EPS
by MM
Da
Observato
Edge Protectate 4/23/2015
ory House
ion Anchor cChk'd by
check Date
Job Ref.
Sheet no
App'd by
TNB 396 ./rev.
3 Date