Cooper B-Line Seismic Restraints - Dixie Construction Products
Cooper B-Line Seismic Restraints - Dixie Construction Products Cooper B-Line Seismic Restraints - Dixie Construction Products
METRIC CONVERSION CHARTS To Convert From To Multiply By Angle degree radian (rad) 1.745329 x 10 -2 radian (rad) degree 5.729578 x 10 +1 Area foot 2 square meter (m 2 ) 9.290304 x 10 -2 inch 2 square meter (m 2 ) 6.451600 x 10 -4 circular mil square meter (m 2 ) 5.067075 x 10 -10 sq. centimeter (cm 2 ) square inch (in 2 ) 1.550003 x 10 -1 square meter (m 2 ) foot 2 1.076391 x 10 +1 square meter (m 2 ) inch 2 1.550003 x 10 +3 square meter (m 2 ) circular mil 1.973525 x 10 +9 Temperature degree Fahrenheit degree Celsius t° C = (t° F - 32) / 1.8 degree Celsius degree Fahrenheit t° F = 1.8 t° C + 32 Force pounds-force (lbf) newtons (N) 4.448222 To Convert From To Multiply By Length foot (ft) meter (m) 3.048000 x 10 -1 inch (in) meter (m) 2.540000 x 10 -2 mil meter (m) 2.540000 x 10 -5 inch (in) micrometer (µm) 2.540000 x 10 +4 meter (m) foot (ft) 3.280840 meter (m) inch (in) 3.937008 x 10 +1 meter (m) mil 3.937008 x 10 +4 micrometer (µm) inch (in) 3.937008 x 10 -5 Volume foot 3 cubic meter (m 3 ) 2.831685 x 10 -2 inch 3 cubic meter (m 3 ) 1.638706 x 10 -5 cubic centimeter (cm 3 ) cubic inch (in 3 ) 6.102374 x 10 -2 cubic meter (m 3 ) foot 3 3.531466 x 10 +1 cubic meter (m 3 ) inch 3 6.102376 x 10 +4 gallon (U.S. liquid) cubic meter (m 3 ) 3.785412 x 10 -3 To Convert From To Multiply By Bending Moment or Torque lbf•ft newton meter (N•m) 1.355818 lbf•in newton meter (N•m) 1.129848 x 10 -1 N•m lbf•ft 7.375621 x 10 -1 N•m lbf•in 8.850748 Mass pound (avoirdupois) kilogram (kg) 4.535924 x 10 -1 kilogram (kg) pound (avoirdupois) 2.204622 Mass Per Unit Length lb/ft kilogram per meter (kg/m) 1.488164 lb/in kilogram per meter (kg/m) 1.785797 x 10 +1 kg/m lb/ft 6.719689 x 10 -1 kg/m lb/in 5.599741 x 10 -2 Mass Per Unit Volume lb/ft 3 kilogram per cubic meter (kg/m 3 ) 1.601846 x 10 +1 lb/in 3 kilogram per cubic meter (kg/m 3 ) 2.767990 x 10 +4 kg/m 3 lb/ft 3 6.242797 x 10 -2 kg/m 3 lb/in 3 3.612730 x 10 -5 lbs/ft 3 lbs/in 3 1.728000 x 10 +3 Mass Per Area Unit lb/ft 2 kilogram per square meter (kg/m 2 ) 4.882428 kg/m 2 pound per square foot (lb/ft 2 ) 2.048161 x 10 -1 Pressure or Stress lbf/in 2 (psi) pascal (Pa) 6.894757 x 10 +3 kip/in 2 (ksi) pascal (Pa) 6.894757 x 10 +6 lbf/in 2 (psi) megapascals (MPa) 6.894757 x 10 -3 pascal (Pa) pound force per sq. inch (psi) 1.450377 x 10 -4 pascal (Pa) kip per sq. inch (ksi) 1.450377 x 10 -7 COOPER B-Line 509 West Monroe Street Highland, Illinois 62249 Phone: 800-851-7415 Fax: 618-654-1917 Date: Page No. Sheet Number: 6 - 2 - 06 79 of Raafat S. Aboulhosn Structural Engineer S 3913
APPENDIX - SEISMIC MAP SEISMIC MAP * 3 2B 3 0 2A 1 1 2B 3 4 2A 3 2B 0 1 2A 4 3 2B 3 0 1 2A 1 4 3 1 2A 2A 1 3 2B 1 1 Alaska 3 2B 1 4 0 1 2B 3 4 1 2B 1 Hawaii 2B 1 0 2A 1 3 0 1 2A 4 0 Aleutian Islands 3 4 3 Puerto Rico 4 Refer to Figure 16A-2 for California. * Uniform Building Code COOPER B-Line 509 West Monroe Street Highland, Illinois 62249 Phone: 800-851-7415 Fax: 618-654-1917 Date: Page No. Sheet Number: Raafat S. Aboulhosn Structural Engineer S 3913 6 - 2 - 06 80 of
- Page 31 and 32: Concrete Attachments STRUCTURAL ATT
- Page 33 and 34: STRUCTURAL ATTACHMENTS Minimum dist
- Page 35 and 36: STRUCTURAL ATTACHMENTS Concrete Att
- Page 37 and 38: STRUCTURAL ATTACHMENTS Wood Beam At
- Page 39 and 40: STRUCTURAL ATTACHMENTS Wood Beam At
- Page 41 and 42: Structural Steel Detail 16 Case 1 C
- Page 43 and 44: Concrete Attachments To Slab HANGER
- Page 45 and 46: Concrete Attachments To Slab HANGER
- Page 47 and 48: Concrete Attachments To Slab HANGER
- Page 49 and 50: Concrete Attachments To Slab HANGER
- Page 51 and 52: Strut Attachments Typical All Threa
- Page 53 and 54: HANGER ROD ATTACHMENTS & APPROVED C
- Page 55 and 56: HANGER ROD ATTACHMENTS & APPROVED C
- Page 57 and 58: HANGER ROD ATTACHMENTS & APPROVED C
- Page 59 and 60: HANGER ROD SWIVEL ATTACHMENTS A 2 3
- Page 61 and 62: APPROVED COMPONENTS SC228 HANGER RO
- Page 63 and 64: APPROVED COMPONENTS NOTE: B633 can
- Page 65 and 66: APPROVED COMPONENTS Hardware SEISMI
- Page 67 and 68: APPROVED COMPONENTS 'A' (Rod Size)
- Page 69 and 70: APPROVED COMPONENTS 'A' (Rod Size)
- Page 71 and 72: APPROVED COMPONENTS Copper Adjustab
- Page 73 and 74: APPROVED COMPONENTS Vertical Load S
- Page 75 and 76: APPROVED COMPONENTS Seismic Approva
- Page 77 and 78: APPROVED COMPONENTS 'A 'T' 2 'A 'T'
- Page 79 and 80: APPROVED COMPONENTS 2” (50.8mm) 3
- Page 81: APPROVED COMPONENTS 2 9 /16" (65mm)
- Page 85 and 86: Appendix 1 Support Spacing for Sing
- Page 87 and 88: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 89 and 90: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 91 and 92: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 93 and 94: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 95 and 96: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 97 and 98: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 99 and 100: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 101 and 102: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 103 and 104: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 105 and 106: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 107 and 108: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 109 and 110: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 111 and 112: Appendix 2 Seismic Bracing Charts f
- Page 113 and 114: TRAPEZE BRACING Seismic Bracing Cha
- Page 115 and 116: TRAPEZE BRACING Seismic Bracing Cha
- Page 117 and 118: Seismic Bracing Charts for Trapeze
- Page 119 and 120: TRAPEZE BRACING Seismic Bracing Cha
- Page 121 and 122: TRAPEZE BRACING Seismic Bracing Cha
- Page 123 and 124: Seismic Bracing Charts for Trapeze
- Page 125 and 126: TRAPEZE BRACING Seismic Bracing Cha
- Page 127 and 128: TRAPEZE BRACING Seismic Bracing Cha
- Page 129 and 130: Seismic Bracing Charts for Trapeze
- Page 131 and 132: TRAPEZE BRACING Seismic Bracing Cha
METRIC CONVERSION CHARTS<br />
To Convert From To Multiply By<br />
Angle<br />
degree radian (rad) 1.745329 x 10 -2<br />
radian (rad) degree 5.729578 x 10 +1<br />
Area<br />
foot 2 square meter (m 2 ) 9.290304 x 10 -2<br />
inch 2 square meter (m 2 ) 6.451600 x 10 -4<br />
circular mil square meter (m 2 ) 5.067075 x 10 -10<br />
sq. centimeter (cm 2 ) square inch (in 2 ) 1.550003 x 10 -1<br />
square meter (m 2 ) foot 2 1.076391 x 10 +1<br />
square meter (m 2 ) inch 2 1.550003 x 10 +3<br />
square meter (m 2 ) circular mil 1.973525 x 10 +9<br />
Temperature<br />
degree Fahrenheit degree Celsius t° C = (t° F - 32) / 1.8<br />
degree Celsius degree Fahrenheit t° F = 1.8 t° C + 32<br />
Force<br />
pounds-force (lbf) newtons (N) 4.448222<br />
To Convert From To Multiply By<br />
Length<br />
foot (ft) meter (m) 3.048000 x 10 -1<br />
inch (in) meter (m) 2.540000 x 10 -2<br />
mil meter (m) 2.540000 x 10 -5<br />
inch (in) micrometer (µm) 2.540000 x 10 +4<br />
meter (m) foot (ft) 3.280840<br />
meter (m) inch (in) 3.937008 x 10 +1<br />
meter (m) mil 3.937008 x 10 +4<br />
micrometer (µm) inch (in) 3.937008 x 10 -5<br />
Volume<br />
foot 3 cubic meter (m 3 ) 2.831685 x 10 -2<br />
inch 3 cubic meter (m 3 ) 1.638706 x 10 -5<br />
cubic centimeter (cm 3 ) cubic inch (in 3 ) 6.102374 x 10 -2<br />
cubic meter (m 3 ) foot 3 3.531466 x 10 +1<br />
cubic meter (m 3 ) inch 3 6.102376 x 10 +4<br />
gallon (U.S. liquid) cubic meter (m 3 ) 3.785412 x 10 -3<br />
To Convert From To Multiply By<br />
Bending Moment or Torque<br />
lbf•ft newton meter (N•m) 1.355818<br />
lbf•in newton meter (N•m) 1.129848 x 10 -1<br />
N•m lbf•ft 7.375621 x 10 -1<br />
N•m lbf•in 8.850748<br />
Mass<br />
pound (avoirdupois) kilogram (kg) 4.535924 x 10 -1<br />
kilogram (kg) pound (avoirdupois) 2.204622<br />
Mass Per Unit Length<br />
lb/ft kilogram per meter (kg/m) 1.488164<br />
lb/in kilogram per meter (kg/m) 1.785797 x 10 +1<br />
kg/m lb/ft 6.719689 x 10 -1<br />
kg/m lb/in 5.599741 x 10 -2<br />
Mass Per Unit Volume<br />
lb/ft 3 kilogram per cubic meter (kg/m 3 ) 1.601846 x 10 +1<br />
lb/in 3 kilogram per cubic meter (kg/m 3 ) 2.767990 x 10 +4<br />
kg/m 3 lb/ft 3 6.242797 x 10 -2<br />
kg/m 3 lb/in 3 3.612730 x 10 -5<br />
lbs/ft 3 lbs/in 3 1.728000 x 10 +3<br />
Mass Per Area Unit<br />
lb/ft 2 kilogram per square meter (kg/m 2 ) 4.882428<br />
kg/m 2 pound per square foot (lb/ft 2 ) 2.048161 x 10 -1<br />
Pressure or Stress<br />
lbf/in 2 (psi) pascal (Pa) 6.894757 x 10 +3<br />
kip/in 2 (ksi) pascal (Pa) 6.894757 x 10 +6<br />
lbf/in 2 (psi) megapascals (MPa) 6.894757 x 10 -3<br />
pascal (Pa) pound force per sq. inch (psi) 1.450377 x 10 -4<br />
pascal (Pa) kip per sq. inch (ksi) 1.450377 x 10 -7<br />
COOPER B-<strong>Line</strong><br />
509 West Monroe Street<br />
Highland, Illinois 62249<br />
Phone: 800-851-7415<br />
Fax: 618-654-1917<br />
Date:<br />
Page No.<br />
Sheet Number:<br />
6 - 2 - 06<br />
79<br />
of<br />
Raafat S. Aboulhosn<br />
Structural Engineer S 3913