MEP-Technical Manual CDN 0408.qxd - Hambro
MEP-Technical Manual CDN 0408.qxd - Hambro
MEP-Technical Manual CDN 0408.qxd - Hambro
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SECTION 11 - JOIST BEARING ON STEEL STUD WALL<br />
SECTION 9 - JOIST BEARING ON STEEL BEAM<br />
4<br />
90 mm (3 1/2”) MIN. FOR 100 mm (4”) SHOE (TYP.)<br />
65 mm (2 1/2”)<br />
90 mm (3<br />
MIN. FOR 75 mm (3”) SHOE (TYP.)<br />
1/2”) MIN. FOR 100 mm (4”) SHOE (TYP.)<br />
**<br />
5 mm ( 3/16”) 40 mm (1 1 /2”)<br />
WELDED WIRE-MESH<br />
WELDED WIRE-MESH<br />
40 mm<br />
(1 1/2”)<br />
5 mm<br />
( 3/16”)<br />
SLAB<br />
(T)<br />
NOMINAL<br />
JOIST DEPTH<br />
(D)<br />
TOP OF BEARING<br />
T + 6 mm ( 1 /4”)<br />
NOMINAL<br />
JOIST DEPTH SLAB<br />
(D) (T)<br />
TOP OF<br />
BEARING<br />
T + 6 mm ( 1/4”)<br />
CEILING EXTENSION<br />
CEILING EXTENSION<br />
STEEL BEAM, ACCORDING TO THE SPECIFICATIONS<br />
OF THE CONSULTING ENGINEER (U.N.O)<br />
TYPICAL DETAILS<br />
POUR STOP<br />
(BY OTHERS)<br />
THE METAL STUD AND THE TOP PLATE CAPACITY,<br />
ACCORDING TO THE SPECIFICATIONS<br />
OF THE CONSULTING ENGINEER<br />
T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS<br />
T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS<br />
** WELD THE JOIST TO THE STEEL BEAM OR WITH THE AGREEMENT OF THE<br />
CONSULTING ENGINEER, USE 2-HILTI (X-EDNI 22P8) OR EQUIVALENT, INSTALLED<br />
ACCORDING TO THE MANUFACTURING SPECIFICATIONS.<br />
SECTION 12 - JOISTS BEARING ON STEEL STUD WALL<br />
SECTION 10 - JOISTS BEARING ON STEEL BEAM<br />
90 mm (3 1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.)<br />
65 mm (2 1/2”)<br />
90 mm (3<br />
MIN. FOR 75 mm (3”) SHOE (TYP.)<br />
1/2”) MIN. FOR 100 mm (4”) SHOE (TYP.)<br />
40 mm (1 1 /2”)<br />
** 5 mm ( 3/16)<br />
5 mm ( 3/16”) 40 mm (1 1 /2”)<br />
WELDED WIRE-MESH<br />
WELDED WIRE-MESH<br />
SLAB<br />
(T)<br />
NOMINAL<br />
JOIST DEPTH<br />
(D)<br />
CEILING EXTENSION<br />
CEILING EXTENSION<br />
T + 6 mm ( 1/4”)<br />
TOP OF BEARING<br />
NOMINAL<br />
JOIST DEPTH SLAB<br />
(D) (T)<br />
CEILING EXTENSION<br />
CEILING EXTENSION<br />
T + 6 mm ( 1 /4”)<br />
TOP OF BEARING<br />
THE METAL STUD AND THE TOP PLATE CAPACITY,<br />
ACCORDING TO THE SPECIFICATIONS<br />
OF THE CONSULTING ENGINEER<br />
STEEL BEAM, ACCORDING TO THE SPECIFICATIONS<br />
OF THE CONSULTING ENGINEER (U.N.O)<br />
NOTE; STAGGERED JOISTS<br />
T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS<br />
T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS<br />
** WELD THE JOIST TO THE STEEL BEAM OR WITH THE AGREEMENT OF THE<br />
CONSULTING ENGINEER, USE 2-HILTI (X-EDNI 22P8) OR EQUIVALENT, INSTALLED<br />
ACCORDING TO THE MANUFACTURING SPECIFICATIONS.
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