Metric Bolts
This listing covers the properties, dimensions and capacities of category 4.6, 8.8 and 10.9 bolts conforming to AS 1110 series, AS 1111 series and AS/NZS 1252.1. It includes the following:
- Dimensions and properties
- Strength limit state design capacity of bolts in tension, shear and combined tension and shear
- Strength limit of ply in bearing considering bearing and tearout
- Serviceability limit state design capacity of bolts in friction-type connections (8.8TF or 10.9TF)
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Tensile capacity of bolt
ΦNtf = 1 kN
Shear capacity of bolt
ΦVf = 1 kN
Bearing capacity of ply
ΦVb = 1 kN
Tearout capacity of ply
ΦVbt = 1 kN
Shear capacity for friction-type connection
ΦVsf = 1 kN
ULS - Utilisation when bolt subjected to combined shear and tension
1
SLS - Utilisation when bolt subjected to combined shear and tension
1
Dimensions and Properties
The table is not uploaded or the values for the variables: do not match table records.
The table is not uploaded or the values for the variables: Bolt category do not match table records.
The table is not uploaded or the values for the variables: Bolt category do not match table records.
The table is not uploaded or the values for the variables: Bolt category do not match table records.
Bolt Strength Limit State Design
The table is not uploaded or the values for the variables: Bolt category, Thread in shear plane do not match table records.
The table is not uploaded or the values for the variables: do not match table records.
Ply Strength Limit State Design
The table is not uploaded or the values for the variables: do not match table records.
The table is not uploaded or the values for the variables: Steel grade of ply do not match table records.
The table is not uploaded or the values for the variables: do not match table records.
The table is not uploaded or the values for the variables: Steel grade of ply do not match table records.
The table is not uploaded or the values for the variables: do not match table records.
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