5.0 PIPE SHOE GUIDE | ||||
5.1 MT-FPS-S | ||||
5.1.1 MT-FPS-SF | ||||
• 2 brackets = SF connector each side of supporting MT member for 1-1 and 2-2 configurations as shown | ||||
• 4 brackets = SF connector each side of supporting MT member for each base element of 4-2 configuration ( not shown ) | ||||
Table 41 : MT-FPS-SF Allowable Design Strength ( ASD ) Load Data per MSS SP-58 1 , 2 , 3 , 4 |
Configuration |
+/ -Fy lb ( kN ) |
-Fz lb ( kN ) |
||
2 Brackets |
850 / H center ( 3.78 / H center
)
|
490 ( 2.18 ) |
||
4 Brackets |
3250 / H center ( 14.46 / H center
)
|
980 ( 4.36 ) |
||
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 42 : MT-FPS-SF Allowable Design Strength ( ASD ) Load Data 1 , 2 , 3 , 4 |
Configuration |
+/ -Fy lb ( kN ) |
-Fz lb ( kN ) |
||
2 Brackets |
1970 / H center ( 8.76 / H center
)
|
810 ( 3.6 ) |
||
4 Brackets |
7540 / H center ( 33.54 / H center
)
|
1620 ( 7.21 ) |
||
|
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 43 : MT-FPS-SF Limit State Design ( LSD ) Load Data 1 , 2 , 3 |
Configuration |
+/ -Fy lb ( kN ) |
-Fz lb ( kN ) |
Fy |
Fx |
2 Brackets |
2420 / H center ( 10.76 / H center
)
|
980 ( 4.36 ) |
Fz |
|
4 Brackets |
9260 / H center ( 41.19 / H center
)
|
1960 ( 8.72 ) |
||
|
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 .
|