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Tour 25 Harrow, M Tel. 0 F H1 = F T BRIEF EPS Edge Anchor: M Post & Sl Post heigh Slab brac Loading c Horizonta Moment d Tension fo Design Lo reen Group Cecil Road Middlesex, HA3 5Q 02084247998 0.3kN 1425 = 7.125kN : e Protection S M16 - R-DCA W lab Bracket d ht ket bottom pla considered in l load at the to due to horizont orce in Ancho oad of M16 - R QY Proje Secti Calc. 60 A Ov e to F M H1 System used w Wedge Ancho details: ate diameter n accordance op of the post tal force at the r due to mome R-DCA Wedge ect on EPS by MM Da e rturning mo F H1 , M H1 =0.4 2 with EPS Slab or e with: BS EN e bottom ent e Anchor Observato Edge Protect ate 4/23/2015 ment due 2 8kNm Bracket h = 1.425 m d = 120 mm N 13374:2013 FH1 = 0.3 kN MH1 = FH1 * h T = MH1 /(d / NRd = 17.35 NRd > T “Anchors pu ory House ion – Anchor c Chk'd by m m N h = 0.428 kNm / 2) = 7.125 kN 5 kN ullout strength check Date EPS Slab B m N PA h is sufficient” Job Ref. Sheet no App'd by Bracket ASS TNB 396 ./rev. 1 Date EPS Po ost
