Modular Pipe Shoes Technical Supplement
3.0 BEAM CONNECTORS 3.1 MP-PS IFG
Table 25 : MP-PS IFG Allowable Strength Design ( ASD ) Load Data per MSS SP-58 1 , 2 , 3 , 4
Connected pipe shoe
MP-PS 1-1 ( L / M / H ) MP-PS 2-2 ( L / M / H )
MP-PS 4-2 ( L / M / H )
Configuration
2 Brackets
2 Brackets
4 Brackets
Fixed Point Line Guide Plain Guide
+/ -Fx lb ( kN )
+/ -Fy lb ( kN )
+/ -Fy lb ( kN )
-Fz lb ( kN )
Fix point Plain guide Fix point Fix point
1020 ( 4.54 )
1020 ( 4.54 )
2040 ( 9.07 )
450 ( 2.0 )
450 ( 2.0 )
-
2770 / H Center ( 12.32 / H center
)
7080 / H center ( 31.49 / H center
)
10600 / H Center ( 47.15 / H center
)
1420 ( 6.32 )
1420 ( 6.32 )
2840 ( 12.63 )
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 26 : MP-PS IFG Allowable Strength Design ( ASD ) Load Data 1 , 2 , 3 , 4
Connected pipe shoe
MP-PS 1-1 ( L / M / H ) MP-PS 2-2 ( L / M / H )
MP-PS 4-2 ( L / M / H )
Configuration
2 Brackets
2 Brackets
4 Brackets
+/ -Fx lb ( kN )
+/ -Fy lb ( kN )
+/ -Fy lb ( kN )
-Fz lb ( kN )
Fix point Plain guide Fix point Fix point
2390 ( 10.63 )
2390 ( 10.63 )
4780 ( 21.26 )
940 ( 4.18 )
940 ( 4.18 )
-
5910 / H center ( 26.29 / H center
)
15100 / H center ( 67.17 / H center
)
22620 / H center ( 100.62 / H center
)
2410 ( 10.72 )
2410 ( 10.72 )
4820 ( 21.44 )
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 ). 4 H Center units are in inches .
2 bracket configuration examples
4 bracket configuration example
Table 27 : MP-PS IFG Limit State Design ( LSD ) Load Data 1 , 2 , 3 |
Connected pipe shoe |
Configuration |
+/ -Fx lb ( kN )
+/ -Fy lb ( kN )
+/ -Fy lb ( kN )
-Fz lb ( kN )
Fix point Plain guide Fix point Fix point
|
Fy |
Fz |
Fx |
MP-PS 1-1 ( L / M / H ) MP-PS 2-2 ( L / M / H ) |
2 Brackets |
2920 ( 12.99 ) |
1150 ( 5.12 ) |
7310 / H Center ( 32.52 / H center
)
|
2920 ( 12.99 ) |
MP-PS 4-2 ( L / M / H ) |
2 Brackets
4 Brackets
|
2920 ( 12.99 )
5840 ( 25.98 )
|
1150 ( 5.12 )
-
|
18680 / H Center ( 80.09 / H center
)
27980 / H Center ( 124.46 / H center
)
|
2920 ( 12.99 )
5840 ( 25.98 )
|
|
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 .
|
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