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 3 - BOLTED JOIST AT STEEL BEAM<br />
SECTION 1 - STANDARD JOIST SHOE<br />
14<br />
58 mm (2 1 /4”) FLANGE BETWEEN 100 mm (4”) @ 125 mm (4 7 /8”)<br />
70 mm (2 3/4”) FLANGE BETWEEN 127 mm (5”) @ 150 mm (5 7 /8”)<br />
102 mm (4”) FLANGE BETWEEN 152 mm (6”) @ 188 mm (7 3 /8”)<br />
127 mm (5”) FLANGE BETWEEN 190 mm (7 1 /2”) @ 228 mm (8 7 /8”)<br />
152 mm (6”) FLANGE BETWEEN 230 mm (9”) @ 252 mm (9 7 /8”)<br />
203 mm (8”) FLANGE BETWEEN 254 mm (10”) @ 303 mm (11 7/8”)<br />
230 mm (9”) FLANGE OF 305 mm (12”) AND MORE<br />
TOP OF SLAB<br />
21 x 32 mm ( 13/16”x 1 1/4”) SLOTS<br />
@ 125 mm (5”) c/c (HAMBRO SHOE)<br />
21 mm ( 13 /16”)Ø HOLES<br />
@ 125 mm (5”) c /c (SUPPORT)<br />
TOTAL SLAB<br />
T + 38 mm (1 1/2”)<br />
NOMINAL<br />
SLAB (T)<br />
TOP CHORD<br />
STEEL DECK<br />
75 mm (3”)<br />
NOMINAL<br />
SLAB<br />
(T)<br />
WELDED WIRE-MESH<br />
TOTAL<br />
SLAB<br />
L 100 x 75 x 6 x 150 mm<br />
(L 4”x 3”x 1/4”x<br />
100 mm<br />
(4”)<br />
6”)<br />
6 mm ( 1 /4”)<br />
TYPICAL DETAILS<br />
NOMINAL<br />
JOIST DEPTH<br />
(D)<br />
T + 38 mm (1<br />
TOP OF BEARING<br />
1/2”)<br />
FIRST DIAGONAL<br />
CEILING EXTENSION<br />
STEEL BEAM, ACCORDING TO THE SPECIFICATIONS<br />
OF THE CONSULTING ENGINEER (U.N.O)<br />
CEILING EXTENSION<br />
T + 38 mm (1 1 /2”) = NOMINAL SLAB THICKNESS<br />
+<br />
STEEL DECK DEPTH<br />
SECTION 4 - JOIST BEARING ON MASONRY OR CONCRETE WALL<br />
SECTION 2 - BOLTED JOIST AT STEEL COLUMN (FLANGE / WEB)<br />
NOMINAL<br />
SLAB<br />
(T)<br />
90 mm (3 1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.)<br />
90 mm (3 1/2”) MIN. FOR 100 mm (4”) SHOE (TYP.)<br />
STEEL<br />
DECK<br />
WELDED<br />
WIRE-MESH<br />
21 x 32 mm ( 13 /16” x 1 1 /4”) SLOTS @ 125 mm (5”) c /c (HAMBRO SHOE)<br />
21 mm ( 13 /16”)Ø HOLES @ 125 mm (5”) c/c (SUPPORT)<br />
65 mm (2 1 /2”)<br />
TOTAL<br />
SLAB<br />
NOMINAL<br />
SLAB<br />
(T)<br />
WELDED WIRE-MESH<br />
STEEL DECK<br />
NOMINAL<br />
JOIST DEPTH<br />
(D)<br />
T + 38 mm (1 1 /2”)<br />
TOP OF BEARING<br />
TOTAL<br />
SLAB<br />
NOMINAL<br />
JOIST DEPTH<br />
(D)<br />
100 mm<br />
(4”)<br />
CEILING EXTENSION<br />
T + 38 mm (1 1 /2”)<br />
TOP OF BEARING<br />
SOLID MASONRY WALL OR REINFORCEMENT CONCRETE WALL,<br />
ACCORDING TO THE SPECIFICATIONS OF THE CONSULTING ENGINEER<br />
(FILL THE MASONRY BLOCK WITH MORTAR, UNDER THE JOIST SHOE)<br />
REBAR<br />
(IF REQUIRED BY THE<br />
CONSULTING ENGINEER)<br />
CEILING EXTENSION<br />
STEEL COLUMN,<br />
ACCORDING TO THE SPECIFICATIONS<br />
OF THE CONSULTING ENGINEER (U.N.O)<br />
- SHOE WIDTH = 190 mm (7 1/2”)
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