5.0 PIPE SHOE GUIDE | |||||
5.1 MT-FPS-S | |||||
5.1.3 MT-FPS-SZ2 | |||||
• 2 brackets = SZ2 connector each side of base for 1-1 and 2-2 configurations as shown | |||||
• 4 brackets = SZ2 connector each outer side for each base element of 4-2 configuration ( not shown ) | |||||
Table 47 : MT-FPS-SZ2 Allowable Strength Design ( ASD ) Load Data per MSS SP-58 1 , 2 , 3 , 4 |
Configuration |
+/ -Fy lb ( kN ) |
-Fz lb ( kN ) |
|||
2 Brackets |
520 / H center ( 2.31 / H center
)
|
290 ( 1.29 ) |
|||
4 Brackets |
1330 / H center ( 5.92 / H center
)
|
290 ( 1.29 ) |
|||
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 . 4 H Center units are in inches . | |||||
Table 48 : MT-FPS-SZ2 Allowable Strength Design ( ASD ) Load Data 1 , 2 , 3 , 4 |
Configuration |
+/ -Fy lb ( kN ) |
-Fz lb ( kN ) |
|||
2 Brackets |
1180 / H center ( 5.25 / H center
)
|
490 ( 2.18 ) |
|||
4 Brackets |
3010 / H center ( 13.39 / H center
)
|
490 ( 2.18 ) |
|||
|
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 ). 4 H Center units are in inches .
| |||||
Table 49 : MT-FPS-SZ2 Limit State Design ( LSD ) Load Data 1 , 2 , 3 |
Configuration |
+/ -Fy lb ( kN ) |
-Fz lb ( kN ) |
|||
|
2 Brackets
4 Brackets
|
1450 / H center ( 6.45 / H center
)
3700 / H center ( 16.46 / H center
)
|
590 ( 2.62 )
590 ( 2.62 )
|
Fy |
Fz |
Fx |
|
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 H Center units are in inches .
|