Double Tee Bridge Beams
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PCI BRIDGE DESIGN MANUAL_____________________________________________________________________________APPENDIX B AASHTO/PCI STANDARD PRODUCTS Appendix B ‐ 13 (Nov 11) Double Tee Beams Light Sections W ft H in. T in. A in. C n. E in. Area in. 2 Inertia in. 4 y bottom in. Weight kip/ft 5 27 5 4.5 8 36 575 33,740 18.6 0.599 6 23 5 4.5 6.5 36 558 21,366 16.61 0.582 6 27 5 4.5 8 36 635 35,758 19.15 0.662 8 27 5 3.75 5.75 48 689 32,888 20.64 0.718 8 35 5 3.75 6.5 48 787 72,421 26.2 0.82 Heavy Sections W ft H in. T in. A in. C in. E in. Area in. 2 Inertia in. 4 y bottom in. Weight kip/ft 5 36 6 6 8 30 780 90,286 23.69 0.812 6 35 5 6 9.75 48 840 90,164 23.3 0.876 7 35 5 6 9.75 48 900 95,028 23.91 0.938 8 35 5 6 9.75 48 960 99,299 24.45 1.001 6 27 5 7 9.75 48 731 45,084 18.09 0.761 7 27 5 7 9.75 48 791 47,486 18.58 0.824 8 27 5 7 9.75 48 851 49,566 19 0.886 6 21 5 7.75 9.75 48 644 22,720 14.11 0.671 7 21 5 7.75 9.75 48 704 23,903 14.48 0.733 8 21 5 7.75 9.75 48 764 24,920 14.8 0.796 .
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Transcript of Double Tee Bridge Beams
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PCIBRIDGEDESIGNMANUAL_____________________________________________________________________________APPENDIXBAASHTO/PCISTANDARDPRODUCTS
AppendixB 13 (Nov11)
DoubleTeeBeams
LightSectionsWft
Hin.
Tin.
Ain.
Cn.
Ein.
Areain.2
Inertiain.4
ybottomin.
Weightkip/ft
5 27 5 4.5 8 36 575 33,740 18.6 0.5996 23 5 4.5 6.5 36 558 21,366 16.61 0.5826 27 5 4.5 8 36 635 35,758 19.15 0.6628 27 5 3.75 5.75 48 689 32,888 20.64 0.7188 35 5 3.75 6.5 48 787 72,421 26.2 0.82
HeavySectionsWft
Hin.
Tin.
Ain.
Cin.
Ein.
Areain.2
Inertiain.4
ybottomin.
Weightkip/ft
5 36 6 6 8 30 780 90,286 23.69 0.8126 35 5 6 9.75 48 840 90,164 23.3 0.8767 35 5 6 9.75 48 900 95,028 23.91 0.9388 35 5 6 9.75 48 960 99,299 24.45 1.0016 27 5 7 9.75 48 731 45,084 18.09 0.7617 27 5 7 9.75 48 791 47,486 18.58 0.8248 27 5 7 9.75 48 851 49,566 19 0.8866 21 5 7.75 9.75 48 644 22,720 14.11 0.6717 21 5 7.75 9.75 48 704 23,903 14.48 0.7338 21 5 7.75 9.75 48 764 24,920 14.8 0.796
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PCIBRIDGEDESIGNMANUAL_____________________________________________________________________________APPENDIXBAASHTO/PCISTANDARDPRODUCTS
AppendixB 14 (Nov11)
DoubleTeeBeams
Light Sections
Heavy Sections
