5.0 PIPE SHOE GUIDE | ||||
5.2 MT-FPS-G | ||||
5.2.3 MT-FPS-GL2 |
Configuration |
+/ -Fy lb ( kN ) |
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2 Brackets |
490 ( 2.18 ) |
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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 58 : MT-FPS-GL2 Allowable Strength Design ( ASD ) Load Data 1 , 2 , 3 |
Configuration |
+/ -Fy lb ( kN ) |
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2 Brackets |
1080 ( 4.8 ) |
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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 ASD values to Design Strength ( LRFD ).
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Table 59 : MT-FPS-GL2 Limit State Design ( LSD ) Load Data 1 , 2 |
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Configuration
2 Brackets
+/ -Fy lb ( kN )
1320 ( 5.87 )
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 .
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Fy |
Fz |
Fx |
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