MEP-Technical Manual CDN 0408.qxd - Hambro

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IMPERIAL 14 JOIST DEPTH SELECTION TABLES Concrete: f’ c = 3 000 psi; density = 145 lb./ft. 3 Joist spacing = 4’-1 1/4” NOTE: Plywood forms are to be slit in half with depths of H8 and H10. Slab thickness = 4 1/2” Residential Office Other Loading Building Building (LL=100 psf) Dead Load (psf) 83 83 83 Live Load (psf) 40 50 100 Total Load (psf) 123 133 183 SPAN c/c 12’-0” 14’-0” 16’-0” 18’-0” 20’-0” 22’-0” 24’-0” 26’-0” 28’-0” 30’-0” 32’-0” 34’-0” 36’-0” 38’-0” 40’-0” * 43’-0” * H8 H8 H10 min = H8 min = H8 min = H8 H10 H10 H12 min = H8 min = H8 min = H8 H10 H10 H14 min = H8 min = H8 min = H8 H12 H14 H14 min = H8 min = H8 min = H8 H14 H14 H14 min = H8 min = H8 min = H8 H14 H14 H16 min = H10 min = H10 min = H10 H14 H16 H16 min = H10 min = H10 min = H10 H16 H18 H18 min = H12 min = H12 min = H12 H18 H20 H20 min = H12 min = H12 min = H12 H20 H20 H20 min = H14 min = H14 min = H14 H20 H20 H22 min = H14 min = H14 min = H14 H20 H20 H22 min = H16 min = H16 min = H16 H20 H22 min = H18 min = H18 H22 H22 min = H20 min = H20 H24 H24 min = H20 min = H20 H24 H24 min = H20 min = H20 * Permanent line of cross bridging shall be installed at mid-span. HXXX min = HXXX : Optimal H Series Joist Depth (in.) : Minimum Depth (in.) Allowed Slab thickness = 5” Residential Office Other Loading Building Building (LL=100 psf) Dead Load (psf) 89 89 89 Live Load (psf) 40 50 100 Total Load (psf) 129 139 189 SPAN c/c 12’-0” 14’-0” 16’-0” 18’-0” 20’-0” 22’-0” 24’-0” 26’-0” 28’-0” 30’-0” 32’-0” 34’-0” 36’-0” 38’-0” 40’-0” * H8 H8 H8 min = H8 min = H8 min = H8 H12 H12 H12 min = H8 min = H8 min = H8 H12 H12 H14 min = H8 min = H8 min = H8 H14 H14 H14 min = H8 min = H8 min = H8 H14 H14 H14 min = H8 min = H8 min = H8 H14 H14 H14 min = H10 min = H10 min = H10 H14 H14 H14 min = H10 min = H10 min = H10 H16 H16 H20 min = H12 min = H12 min = H12 H18 H18 H20 min = H12 min = H12 min = H12 H20 H20 H20 min = H14 min = H14 min = H14 H20 H20 H22 min = H16 min = H16 min = H16 H20 H20 min = H18 min = H18 H22 H22 min = H18 min = H18 H24 H24 min = H20 min = H20 H24 H24 min = H22 min = H22
IMPERIAL 7.3 MD2000 ® SERIES JOIST DEPTH SELECTION TABLES Concrete: f’ c = 3 000 psi; density = 145 lb./ft. 3 Joist spacing = 4’-0” Slab thickness = 4 1/4” Residential Office Other Loading Building Building (LL=100 psf) Dead Load (psf) 70 70 70 Live Load (psf) 40 50 100 Total Load (psf) 110 120 170 SPAN c/c 12’-0” 14’-0” 16’-0” 18’-0” 20’-0” 22’-0” 24’-0” 26’-0” 28’-0” 30’-0” 32’-0” 34’-0” 36’-0” 38’-0” 40’-0” * 43’-0” * MDH8 MDH8 MDH12 min = MDH8 min = MDH8 min = MDH8 MDH8 MDH12 MDH12 min = MDH8 min = MDH8 min = MDH8 MDH10 MDH12 MDH14 min = MDH8 min = MDH8 min = MDH8 MDH12 MDH14 MDH14 min = MDH8 min = MDH8 min = MDH8 MDH14 MDH14 MDH14 min = MDH8 min = MDH8 min = MDH8 MDH14 MDH16 MDH16 min = MDH10 min = MDH10 min = MDH10 MDH16 MDH16 MDH16 min = MDH10 min = MDH10 min = MDH10 MDH16 MDH16 MDH18 min = MDH12 min = MDH12 min = MDH12 MDH16 MDH16 MDH20 min = MDH12 min = MDH12 min = MDH12 MDH18 MDH18 MDH20 min = MDH12 min = MDH12 min = MDH12 MDH18 MDH18 MDH20 min = MDH14 min = MDH14 min = MDH14 MDH20 MDH20 MDH20 min = MDH14 min = MDH14 min = MDH14 MDH20 MDH22 MDH22 min = MDH16 min = MDH16 min = MDH16 MDH22 MDH22 MDH22 min = MDH16 min = MDH16 min = MDH16 MDH22 MDH22 MDH22 min = MDH16 min = MDH16 min = MDH16 MDH22 MDH22 MDH24 min = MDH18 min = MDH18 min = MDH18 * Permanent line of cross bridging shall be installed at mid-span. MDHXXX : Optimal MD2000 Series Joist Depth (in.) min = MDHXXX : Minimum Depth (in.) Allowed Slab thickness = 4 1/2” Residential Office Other Loading Building Building (LL=100 psf) Dead Load (psf) 73 73 73 Live Load (psf) 40 50 100 Total Load (psf) 113 123 173 SPAN c/c 12’-0” 14’-0” 16’-0” 18’-0” 20’-0” 22’-0” 24’-0” 26’-0” 28’-0” 30’-0” 32’-0” 34’-0” 36’-0” 38’-0” 40’-0” * 43’-0” * MDH8 MDH8 MDH12 min = MDH8 min = MDH8 min = MDH8 MDH8 MDH12 MDH12 min = MDH8 min = MDH8 min = MDH8 MDH10 MDH12 MDH14 min = MDH8 min = MDH8 min = MDH8 MDH12 MDH14 MDH16 min = MDH8 min = MDH8 min = MDH8 MDH14 MDH14 MDH14 min = MDH8 min = MDH8 min = MDH8 MDH14 MDH16 MDH16 min = MDH10 min = MDH10 min = MDH10 MDH16 MDH16 MDH16 min = MDH10 min = MDH10 min = MDH10 MDH16 MDH16 MDH18 min = MDH12 min = MDH12 min = MDH12 MDH16 MDH16 MDH20 min = MDH12 min = MDH12 min = MDH12 MDH18 MDH18 MDH20 min = MDH12 min = MDH12 min = MDH12 MDH18 MDH20 MDH20 min = MDH14 min = MDH14 min = MDH14 MDH20 MDH20 MDH20 min = MDH14 min = MDH14 min = MDH14 MDH20 MDH22 MDH22 min = MDH16 min = MDH16 min = MDH16 MDH22 MDH22 MDH22 min = MDH16 min = MDH16 min = MDH16 MDH22 MDH22 MDH22 min = MDH16 min = MDH16 min = MDH16 MDH22 MDH24 MDH24 min = MDH18 min = MDH18 min = MDH18 15
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 and 38: METRIC 6.3 MD2000 ® SERIES JOIST D
Page 43 and 44: JOIST DEPTH SELECTION TABLES 7. JOI
Page 45: IMPERIAL JOIST DEPTH SELECTION TABL
Page 49 and 50: IMPERIAL JOIST DEPTH SELECTION TABL
Page 51 and 52: IMPERIAL JOIST DEPTH SELECTION TABL
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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