Pipe Shoe Technical Guide for North America Vol. 1 July 2022 | Page 54

Modular Pipe Shoes Technical Supplement
5.0 PIPE SHOE GUIDE
5.2 MT-FPS-G
5.2.2 MT-FPS-GL1
• 2 brackets = GL1 connector each side of base for 1-1 configuration as shown
Table 54 : MT-FPS-GL1 Allowable Strength Design ( ASD ) Load Data per MSS SP-58 1 , 2 , 3
Configuration
+/ -Fy lb ( kN )
2 Brackets
350 ( 1.56 )
1 Tabulated directional values apply separately in each direction . A combination of loads must be considered separately , and an appropriate interaction equation defined by the design professional must be applied . 2 MSS SP-58 values are based off the safety factors provided in the MSS SP-58 . 3 Tabulated values as shown does not include or account for anchorage . Anchorage must be determined separately and may reduce the overall capacity from the tabulated values .
Table 55 : MT-FPS-GL1 Allowable Strength Design ( ASD ) Load Data 1 , 2 , 3
Configuration
+/ -Fy lb ( kN )
2 Brackets
760 ( 3.38 )
1 Tabulated directional values apply separately in each direction . A combination of loads must be considered separately , and an appropriate interaction equation defined by the design professional must be applied .
2 Tabulated values as shown does not include or account for anchorage . Anchorage must be determined separately and may reduce the overall capacity from the tabulated values . 3 Multiply tabulated values by 1.5 to convert AD values to Design Strength ( LRFD ).
Table 56 : MT-FPS-GL1 Limit State Design ( LSD ) Load Data 1 , 2
Configuration
+/ -Fy lb ( kN )
2 Brackets
930 ( 4.14 )
1 Tabulated directional values apply separately in each direction . A combination of loads must be considered separately , and an appropriate interaction equation defined by the design professional must be applied .
2 Tabulated values as shown does not include or account for anchorage . Anchorage must be determined separately and may reduce the overall capacity from the tabulated values .
Fy
Fz
Fx
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