|  5.0 PIPE SHOE GUIDE | |||
|  5.2 MT-FPS-G | |||
|  5.2.1 MT-FPS-GF | |||
|  • 2 brackets = GF connector each side of supporting MT member for 1-1 and 2-2 configurations as shown | |||
|  • 4 brackets = GF connector each side of supporting MT member for each base element of 4-2 configuration ( not shown ) | |||
|  Table 51 : MT-FPS-GF Allowable Strength Design ( ASD ) Load Data per MSS SP-58 1 , 2 , 3 | 
|  Configuration |  +/ -Fy lb ( kN ) | ||
|  2 Brackets |  360 ( 1.6 ) | ||
|  4 Brackets |  720 ( 3.2 ) | ||
|  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 52 : MT-FPS-GF Allowable Strength Design ( ASD ) Load Data 1 , 2 , 3 | 
|  Configuration |  +/ -Fy lb ( kN ) | ||
|  2 Brackets |  820 ( 3.65 ) | ||
|  4 Brackets |  1640 ( 7.3 ) | ||
|  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 53 : MT-FPS-GF Limit State Design ( LSD ) Load Data 1 , 2 | 
|  Configuration |  +/ -Fy lb ( kN ) | ||
|  2 Brackets |  1000 ( 4.45 ) |  Fy |  Fx | 
|  4 Brackets |  2000 ( 8.9 ) |  Fz | |
|  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 . |