MEP-Technical Manual CDN 0408.qxd - Hambro

SECTION 3 - BOLTED JOIST AT COLUMN (FLANGE / WEB)
SECTION 1 - STANDARD SHOE
2
90 mm (3 1/2”) MIN. FOR 100 mm (4”) SHOE (TYP.)
TOP OF SLAB
21 x 32 mm ( 13/16” x 1 1 /4”) SLOTS @ 125 mm (5”) C/C (HAMBRO SHOE)
21 mm ( 13/16”) Ø HOLES @ 125 mm (5”) C/C (SUPPORT)
65 mm (2 1 /2”)
TOP CHORD
WELDED WIRE-MESH
SLAB
(T)
NOMINAL
JOIST DEPTH SLAB
(D) (T)
100 mm
(4”)
100 mm
(4î)
6 mm ( 1 /4”)
45 mm (1 3/4”)
CEILING EXTENSION
TOP OF BEARING
T+ 6 mm ( 1 /4”)
TYPICAL DETAILS
STEEL COLUMN, ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER (U.N.O)
FIRST DIAGONAL
- T+ 6 mm ( 1/4”) = SLAB THICKNESS + SHOE THICKNESS
- SHOE WIDTH = 190 mm (7 1 /2”)
SECTION 4 - BOLTED JOISTS AT BEAM
SECTION 2 - STANDARD SHOE /MINI-JOIST
203 mm (8”) FLANGE BETWEEN 254 mm (10”) TO 303 mm (11
230 mm (9”) FLANGE OF 305 mm (12”) AND MORE
7/8”)
152 mm (6”) FLANGE BETWEEN 230 mm (9”) TO 252 mm (9 7/8”)
127 mm (5”) FLANGE BETWEEN 190 mm (7 1/2”) TO 228 mm (8 7/8”)
102 mm (4”) FLANGE BETWEEN 152 mm (6”) TO 188 mm (7 3/8”)
70 mm (2 3/4”) FLANGE BETWEEN 127 mm (5”) TO 150 mm (5 7/8”)
58 mm (2 1/4”) FLANGE BETWEEN 100 mm (4”) TO 125 mm (4 7/8”)
21 x 32 mm ( 13/16” x 1 1 /4”) SLOTS
@ 125 mm (5”) C/C (HAMBRO SHOE)
21 mm ( 13 /16”) Ø HOLES
@ 125 mm (5”) C/C (SUPPORT)
90 mm (3 1/2”) MIN. FOR 100 mm (4”) SHOE (TYP.)
WELDED WIRE-MESH
SLAB
(T)
WELDED WIRE-MESH
NOMINAL
JOIST DEPTH SLAB
(D) (T)
NOMINAL
JOIST DEPTH
(D)
MINI JOIST
CEILING EXTENSION
TOP OF BEARING
T + 6 mm ( 1 /4”)
SOLID MASONRY WALL,
ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
(FILL THE MASONRY BLOCK WITH MORTAR,
UNDER THE JOIST SHOE)
REBAR
(IF REQUIRED BY
CEILING EXTENSION
T+ 6 mm ( 1 /4”)
CEILING EXTENSION
TOP OF BEARING
THE CONSULTING ENGINEER)
STEEL BEAM, ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER (U.N.O)
T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS
T + 6 mm (1/4”) = SLAB THICKNESS + SHOE THICKNESS