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GEOTAS
Civil Engineering & Design
14 Chesterman Street Moonah Tasmania
email:
Tel: 03 6273 0511
Fax: 03 6273 0686
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GEOTAS home
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Curved Guardrail Data
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R-mm
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oc
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c Approx mm
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H Approx mm
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6000
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38° 11'
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3926
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333
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7500
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30° 33'
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3953
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265
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9000
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25° 27'
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3966
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221
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10500
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21° 49'
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3974
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188
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12000
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19° 06'
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3980
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166
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13500
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16° 58'
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3984
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148
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15000
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15° 16'
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3987
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133
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16500
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13° 53'
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3989
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121
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18000
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12°44'
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3990
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111
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20000
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11° 27'
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3992
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100
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22500
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10° 11'
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3993
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89
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25000
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9° 10'
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3994
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80
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27500
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8° 20'
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3995
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73
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30000
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7° 38'
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3995
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67
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35000
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6° 33'
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3996
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57
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40000
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5° 44'
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3997
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50
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45000
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5° 6'
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3997
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44
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Mechanical and Physical Properties
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Area of Cross Section
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1305(mm)2
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Moment of Inertia - Horizontal
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.98x106(mm)4
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Moment of Inertia - Vertical
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12.70x106(mm)4
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Section Modulus - Horizontal
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2.28x104(mm)3
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Section Modulus - Vertical
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8.16x106(mm)4
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Quantities
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A. Guardrail
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Divide length of barrier (metres) by 4 to determine the number of rails required
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B. Posts
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Multiply the number of rails by 2 and add I unit per run.
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C. Blocks
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Number of blocks is equal to the number of posts.
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D. Stiffeners
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Number of stiffeners is equal to the number of rails.
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E. Terminal Ends
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Provide I terminal end at each end of barrier
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F. Splice Bolts M16x32
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Multiply the number of rails by 8 then add 8 units per length of run
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G. Block Bolts M16x35
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Multiply the number of blocks by 2.
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H. Rail Bolts M16x50
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Same quantity as posts.
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1. Rectangular Washers
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Same quantity as posts.
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Length and Mass
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Item
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Effective
Lgth (mm)
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Overall
Lgth (mm)
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Mass
(kg)
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Guardrail 5 m
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5000
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5318
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53.5
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Guardrail 4 m
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4000
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4318
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42.79
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Guardrail 3.81m
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3810
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4228
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40.78
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Terminal End
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566
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725
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6.92
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Bullnose Terminal End
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23
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BCT Anchor Plate
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400
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400
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6.79
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Stiffener
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300
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300
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3.02
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Standard Post
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700
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1800
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23.66
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Short Post
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700
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1675
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22.18
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Post on Base Plate
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640
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640
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16
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Standard Block
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360
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360
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4.76
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Splice Bolt
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M16x32
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M16x32
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0.1814
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© 2001-2004 GEOTAS Pty Ltd 14 Chesterman Street Moonah Tasmania
email:
Tel: 03 6273 0511
Fax: 03 6273 0686
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