MEP-Technical Manual CDN 0408.qxd - Hambro

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SECTION 30 - MAXIMUM DUCT OPENINGS 22 DEPTH PANEL D S R (mm) (mm) (mm) (mm) (mm x mm) 200 508 110 90 150 x 60 250 508 140 115 180 x 80 300 610 185 145 230 x 110 350 610 215 170 240 x 130 280 x 110 400 610 240 190 265 x 140 330 x 100 450 610 260 210 280 x 160 315 x 130 500 610 280 225 305 x 160 330 x 140 550 610 305 245 305 x 190 355 x 140 600 610 315 255 330 x 180 355 x 150 ** WEB OPENINGS ARE ALIGNED ONLY WITH JOISTS WHICH HAVE IDENTICAL LENGTHS ** PANEL TOP OF SLAB SS D R NOMINAL JOIST DEPTH TYPICAL DETAILS S = MAXIMUM SQUARE R = MAXIMUM RECTANGLE D = MAXIMUM DIAMETER DEPTH PANEL D S R (in.) (in.) (in.) (in.) (in. x in.) 8 20 4 1/4 3 1/2 6 x 2 1/2 10 20 5 1/2 4 1/2 7 x 3 1/4 12 24 7 1/4 5 3/4 9 x 4 1/4 14 24 8 1/2 6 3/4 9 1/2 x 5 1/4 11 x 4 1/4 16 24 9 1/2 7 1/2 10 1/2 x 5 1/2 13 x 4 18 24 10 1/4 8 1/4 11 x 6 1/4 12 1/2 x 5 20 24 11 9 12 x 6 1/4 13 x 5 1/2 22 24 12 9 3/4 12 x 7 1/2 14 x 5 1/2 24 24 12 1/2 10 13 x 7 14 x 6 NOTE: The maximum limitation has been determined from the joist geometry with a bottom chord of 50 mm (2”) and web of 22 mm (7/8”). If more information needed, please contact the <strong>Hambro</strong> technical department.
8.3 DTC (LH SERIES) TYPICAL DETAILS SECTION NO. DESCRIPTION PAGE 1 Standard Shoe 2 Bolted Joists at Steel Beam 3 Bolted Joist at Column (Flange / Web) 4 Joist Bearing on Steel Beam 5 Minimum Clearance for Openings and Holes in the Slab 6 Joist Parallel to a Steel Beam 7 Thicker Slab 8 Flange Hanger for Steel Beam and Wall 9 Flange Hanger for Insulated Concrete Form 10 Maximum LH Duct Openings 11 Joist Parallel to a Concrete Wall With Insulated Form 12 Joist Bearing on Concrete Wall With Insulated Form } } } } .................................................. 24 .................................................. 25 .............................................. 26 .............................................. 27 23
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Composite Floor System
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1. GENERAL INFORMATION DESCRIPTION
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APPROVALS AND FIRE RATINGS APPROVAL
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3. ACOUSTICAL PROPERTIES SOUND TRAN
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DESIGN PRINCIPLES AND CALCULATIONS
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Page 23 and 24: DESIGN PRINCIPLES AND CALCULATIONS
Page 25 and 26: DESIGN PRINCIPLES AND CALCULATIONS
Page 27: DESIGN PRINCIPLES AND CALCULATIONS
Page 30 and 31: 5.2 MD2000 ® SERIES 5.2.1 DESCRIPT
Page 33 and 34: JOIST DEPTH SELECTION TABLES 6. JOI
Page 35 and 36: METRIC JOIST DEPTH SELECTION TABLES
Page 37 and 38: METRIC 6.3 MD2000 ® SERIES JOIST D
Page 43 and 44: JOIST DEPTH SELECTION TABLES 7. JOI
Page 45 and 46: IMPERIAL JOIST DEPTH SELECTION TABL
Page 47 and 48: IMPERIAL 7.3 MD2000 ® SERIES JOIST
Page 53 and 54: 8. TYPICAL DETAILS 8.1 D500 TM (H S
Page 55 and 56: SECTION 7 - JOIST BEARING ON CONCRE
Page 57 and 58: SECTION 15 - JOISTS BEARING ON A WO
Page 59 and 60: SECTION 23 - JOIST PARALLEL TO CONC
Page 61 and 62: SECTION 31 - FLANGE HANGER FOR BEAM
Page 63 and 64: SECTION 36 - MAXIMUM DUCT OPENING (
Page 65 and 66: 8.2 MD2000 ® SERIES TYPICAL DETAIL
Page 67 and 68: SECTION 7 - JOISTS BEARING ON CONCR
Page 69 and 70: SECTION 15 - EXPANSION JOINT AT ROO
Page 71 and 72: SECTION 23 - JOIST PARALLEL TO A ST
Page 73: SECTION 28 - CANTILEVERED BALCONY (
Page 77 and 78: SECTION 7 - THICKER SLAB SECTION 5
Page 79: SECTION 11 - JOIST PARALLEL TO A CO
Page 82 and 83: 3.2 FABRICATION (a) Fabrication sha
Page 84: 2 Canada - Main Office 270, chemin
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