MEP-Technical Manual CDN 0408.qxd - Hambro

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METRIC 6 JOIST DEPTH SELECTION TABLES Concrete: f’ c = 20 MPa; density = 2 400 kg/m 3 Joist spacing = 1 220 mm Slab thickness =125 mm Residential Office Other Loading Building Building (LL=4,8 kPa) Dead Load (kPa) 3.78 3.78 3.78 Live Load (kPa) 1.92 2.40 4.80 Total Load (kPa) 5.70 6.18 8.58 SPAN c/c (mm) 3 600 4 300 4 900 5 500 6 100 6 700 7 300 7 900 8 550 9 150 9 750 10 350 10 975 11 575 12 200 * 13 100 * MDH200 MDH200 MDH300 min = MDH200 min = MDH200 min = MDH200 MDH200 MDH300 MDH300 min = MDH200 min = MDH200 min = MDH200 MDH250 MDH300 MDH350 min = MDH200 min = MDH200 min = MDH200 MDH300 MDH350 MDH350 min = MDH200 min = MDH200 min = MDH200 MDH350 MDH350 MDH350 min = MDH200 min = MDH200 min = MDH200 MDH350 MDH350 MDH400 min = MDH250 min = MDH250 min = MDH250 MDH400 MDH400 MDH400 min = MDH250 min = MDH250 min = MDH250 MDH400 MDH400 MDH450 min = MDH300 min = MDH300 min = MDH300 MDH400 MDH450 MDH500 min = MDH300 min = MDH300 min = MDH300 MDH450 MDH450 MDH500 min = MDH300 min = MDH300 min = MDH300 MDH450 MDH500 MDH500 min = MDH350 min = MDH350 min = MDH350 MDH500 MDH500 MDH550 min = MDH350 min = MDH350 min = MDH350 MDH500 MDH550 MDH550 min = MDH400 min = MDH400 min = MDH400 MDH500 MDH550 MDH550 min = MDH400 min = MDH400 min = MDH400 MDH550 MDH550 MDH550 min = MDH400 min = MDH400 min = MDH400 MDH550 MDH600 min = MDH450 min = MDH450 * Permanent line of cross bridging shall be installed at mid-span. MDHXXX : Optimal MD2000 ® Series Joist Depth (mm) min = MDHXXX : Minimum Depth (mm) Allowed Slab thickness = 140 mm Residential Office Other Loading Building Building (LL=4,8 kPa) Dead Load (kPa) 4.07 4.07 4.07 Live Load (kPa) 1.92 2.40 4.80 Total Load (kPa) 5.99 6.47 8.87 SPAN c/c (mm) 3 600 MDH200 MDH200 MDH300 min = MDH200 min = MDH200 min = MDH200 4 300 MDH200 MDH300 MDH300 min = MDH200 min = MDH200 min = MDH200 4 900 MDH250 MDH300 MDH350 min = MDH200 min = MDH200 min = MDH200 5 500 MDH300 MDH350 MDH350 min = MDH200 min = MDH200 min = MDH200 6 100 MDH350 MDH350 MDH350 min = MDH200 min = MDH200 min = MDH200 6 700 MDH350 MDH350 MDH400 min = MDH250 min = MDH250 min = MDH250 7 300 MDH400 MDH400 MDH450 min = MDH250 min = MDH250 min = MDH250 7 900 MDH400 MDH400 MDH450 min = MDH300 min = MDH300 min = MDH300 8 550 MDH400 MDH500 MDH500 min = MDH300 min = MDH300 min = MDH300 9 150 MDH500 MDH500 MDH500 min = MDH300 min = MDH300 min = MDH300 9 750 MDH500 MDH500 MDH500 min = MDH350 min = MDH350 min = MDH350 10 350 MDH500 MDH500 MDH500 min = MDH350 min = MDH350 min = MDH350 10 975 MDH500 MDH500 MDH550 min = MDH400 min = MDH400 min = MDH400 11 575 MDH550 MDH550 MDH550 min = MDH400 min = MDH400 min = MDH400 12 200 * MDH550 MDH550 MDH550 min = MDH450 min = MDH450 min = MDH450 13 100 * MDH550 MDH550 min = MDH500 min = MDH500
METRIC JOIST DEPTH SELECTION TABLES Concrete: f’ c = 20 MPa; density = 2 400 kg/m 3 Joist spacing = 1 220 mm Slab thickness =150 mm Residential Office Other Loading Building Building (LL=4,8 kPa) Dead Load (kPa) 4.36 4.36 4.36 Live Load (kPa) 1.92 2.40 4.80 Total Load (kPa) 6.28 6.76 9.16 SPAN c/c (mm) 3 600 4 300 4 900 5 500 6 100 6 700 7 300 7 900 8 550 9 150 9 750 10 350 10 975 11 575 12 200 * 13 100 * MDH200 MDH200 MDH300 min = MDH200 min = MDH200 min = MDH200 MDH250 MDH300 MDH300 min = MDH200 min = MDH200 min = MDH200 MDH300 MDH300 MDH350 min = MDH200 min = MDH200 min = MDH200 MDH300 MDH350 MDH350 min = MDH200 min = MDH200 min = MDH200 MDH350 MDH350 MDH350 min = MDH200 min = MDH200 min = MDH200 MDH350 MDH350 MDH400 min = MDH250 min = MDH250 min = MDH250 MDH350 MDH400 MDH400 min = MDH250 min = MDH250 min = MDH250 MDH400 MDH400 MDH400 min = MDH300 min = MDH300 min = MDH300 MDH400 MDH400 MDH500 min = MDH300 min = MDH300 min = MDH300 MDH500 MDH500 MDH500 min = MDH300 min = MDH300 min = MDH300 MDH500 MDH550 MDH500 min = MDH350 min = MDH350 min = MDH350 MDH550 MDH550 MDH550 min = MDH350 min = MDH350 min = MDH350 MDH500 MDH500 MDH550 min = MDH400 min = MDH400 min = MDH400 MDH550 MDH550 MDH550 min = MDH400 min = MDH400 min = MDH400 MDH550 MDH550 MDH550 min = MDH450 min = MDH450 min = MDH450 MDH550 MDH550 min = MDH500 min = MDH500 * Permanent line of cross bridging shall be installed at mid-span. MDHXXX : Optimal MD2000 ® Series Joist Depth (mm) min = MDHXXX : Minimum Depth (mm) Allowed 7
Page 1 and 2: Composite Floor System
Page 3 and 4: 1. GENERAL INFORMATION DESCRIPTION
Page 5 and 6: APPROVALS AND FIRE RATINGS APPROVAL
Page 7 and 8: 3. ACOUSTICAL PROPERTIES SOUND TRAN
Page 9 and 10: 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: METRIC 6.3 MD2000 ® SERIES JOIST D
Page 41 and 42: METRIC JOIST DEPTH SELECTION TABLES
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 and 74: SECTION 28 - CANTILEVERED BALCONY (
Page 75 and 76: 8.3 DTC (LH SERIES) TYPICAL DETAILS
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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