MEP-Technical Manual CDN 0408.qxd - Hambro

SECTION 11 - JOISTS BEARING ON STEEL STUD WALL
SECTION 9 - JOISTS BEARING ON STEEL BEAM
16
90 mm (3 1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.)
65 mm (2 1 /2”) MIN. FOR 75 mm (3”) SHOE (TYP.)
40 mm (1 1/2”)
5 mm ( 3 /16”)
65 mm (2 1/2”) MIN. FOR 75 mm (3”)
OR 100 mm (4”) SHOE (TYP.)
NOMINAL
SLAB
(T)
40 mm (1 1/2”)
5 mm ( 3/16”)
STEEL DECK
WELDED WIRE-MESH
NOMINAL
SLAB
(T)
STEEL DECK
WELDED WIRE-MESH
TOTAL
SLAB
TOTAL
SLAB
NOMINAL
JOIST DEPTH
(D)
T + 38 mm (1 1/2”)
TOP OF BEARING
NOMINAL
JOIST DEPTH
(D)
TYPICAL DETAILS
CEILING EXTENSION
CEILING EXTENSION
T + 38 mm (1 1 /2”)
TOP OF BEARING
THE METAL STUD AND THE TOP PLATE
CAPACITY, ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
CEILING EXTENSION
CEILING EXTENSION
NOTE: STAGGERED JOISTS
STEEL BEAM, ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER (U.N.O)
SECTION 12 - JOIST BEARING ON A WOOD WALL
SECTION 10 - JOIST BEARING ON STEEL STUD WALL
SHOE ANCHORED TO THE PLANK
WITH SCREWS OR NAILS
NOMINAL
SLAB
(T)
90 mm (3 1 /2”) MIN.
FOR 100 mm (4”) SHOE (TYP.)
90 mm (3 1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.)
65 mm (2 1/2”) MIN. FOR 75 mm (3”) SHOE (TYP.)
STEEL
DECK
WELDED
WIRE-MESH
NOMINAL
SLAB
(T)
40 mm (1 1 /2”)
5 mm ( 3 /16”)
STEEL
DECK
WELDED
WIRE-MESH
TOTAL
SLAB
NOMINAL
JOIST DEPTH
(D)
T + 38 mm (1 1/2”)
TOP OF BEARING
NOMINAL
JOIST DEPTH
(D) TOTAL
SLAB
T + 38 mm (1 1 /2”)
TOP OF BEARING
CEILING EXTENSION
THE WOOD WALL AND THE TOP PLATE CAPACITY, ACCORDING
TO THE SPECIFICATIONS OF THE CONSULTING ENGINEER
CEILING EXTENSION
THE METAL STUD AND THE TOP PLATE
CAPACITY, ACCORDING TO THE SPECIFICATIONS OF THE CONSULTING ENGINEER