MEP-Technical Manual CDN 0408.qxd - Hambro

SECTION 3 - BOLTED JOIST AT COLUMN (FLANGE / WEB)
SECTION 1 - STANDARD SHOE
24
90 mm (3 1/2”) MIN. FOR 100 mm (4”) SHOE (TYP.)
TOP OF SLAB
(2 1 65 mm
(2 /2”) 1 65 mm
/2”)
21 x 32 mm ( 13/16”x1 1/4”) SLOTS @ 165 mm (6 1/2”) c/c (HAMBRO SHOE)
21mm ( 13/16”)Ø HOLES @ 165 mm (6 1 /2”) c /c (SUPPORT)
TOP CHORD
WELDED WIRE-MESH
39 mm (1 1/2”)
SLAB
(T)
(T)
SLAB
75 mm (3”)
TOP OF BEARING
T + 35 (1 3/8”)
100 mm (4”)
NOMINAL
JOIST DEPTH
(D)
10 mm ( 3/8”)
100 mm
(4”)
TYPICAL DETAILS
CEILING EXTENSION
(L 4” x 3” x 3 L 100 x 75 x 10 x 150 mm
/8” x 6”)
STEEL COLUMN, ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER (U.N.O)
FIRST DIAGONAL
- T + 35 mm (1 3/8) = SLAB THICKNESS + SHOE THICKNESS
- SHOE WIDTH = 190 mm (7 1 /2”)
SECTION 4 - JOIST BEARING ON STEEL BEAM
SECTION 2 - BOLTED JOISTS AT STEEL BEAM
90 mm (3 1/2”) MIN. FOR 100 mm (4”) SHOE (TYP.)
65 mm (2 1 /2”) MIN. FOR 75 mm (3”) SHOE (TYP.)
5 mm ( 3 /16”) 40 mm (1 1 /2”)
WELDED WIRE-MESH
21 x 32 mm ( 13/16” x 1 1 /4”) SLOTS
@ 165 mm (6 1 /2”) c /c (HAMBRO SHOE)
21 mm ( 13/16”) Ø HOLES
@ 165 mm (6 1/2”) c/c (SUPPORT)
SLAB
(T)
FLANGE BETWEEN 102 mm (4”) & 125 mm (4 7/8”)
FLANGE BETWEEN 127 mm (5”) & 150 mm (5 7/8”)
FLANGE BETWEEN 152 mm (6”) & 188 mm (7 3/8”)
FLANGE BETWEEN 190 mm (7 1 /2”) & 228 mm (8 7 /8”)
FLANGE BETWEEN 230 mm (9”) & 252 mm (9 7/8”)
FLANGE BETWEEN 254 mm (10”) & 303 mm (11 7 /8”)
FLANGE OF 305 mm (12”) & MORE
58 mm (2 1/4”)
70 mm (2 3 /4”)
102 mm (4”)
127 mm (5”)
152 mm (6”)
203 mm (8”)
230 mm (9”)
WELDED WIRE-MESH
NOMINAL
JOIST DEPTH
(D)
T + 35 mm (1
TOP OF BEARING
3/8”)
SLAB
(T)
CEILING EXTENSION
TOP OF BEARING
T + 35 mm (1 3/8”)
NOMINAL
JOIST DEPTH
(D)
STEEL BEAM,
ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER (U.N.O)
POUR STOP
(BY OTHERS)
CEILING EXTENSION
CEILING EXTENSION
STEEL BEAM, ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER (U.N.O)
T + 35 mm (1 3/8”) = SLAB THICKNESS + SHOE THICKNESS
T + 1 3 /8” = SLAB THICKNESS + SHOE THICKNESS