2.0 PIPE SHOE MP-PS | |||||||
2.2 MP-PS 2-2 | |||||||
Table 12 : MP-PS 2-2 Allowable Strength Design ( ASD ) Load Data 1 , 2 , 3 ( continued ) |
Order designation |
+/ -Fx lb ( kN ) |
+/ -Fy lb ( kN ) |
+ Fz lb ( kN ) |
-Fz lb ( kN ) |
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High MP-PS 2-2 |
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MP-PS H2-2 21-26 1 / 2 " OC 3830 ( 17.04 ) 440 ( 1.96 ) 5150 ( 22.91 ) 4020 ( 17.88 )
MP-PS H2-2 26-31 3 / 4 " OC 3860 ( 17.17 ) 440 ( 1.96 ) 5150 ( 22.91 ) 4020 ( 17.88 )
MP-PS H2-2 32-37 1 " OC 3900 ( 17.35 ) 430 ( 1.91 ) 5150 ( 22.91 ) 4020 ( 17.88 )
MP-PS H2-2 38-44 1-1 / 4 " OC 3950 ( 17.57 ) 420 ( 1.87 ) 5150 ( 22.91 ) 4020 ( 17.88 )
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FY |
FZ- |
Pipe Axis |
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MP-PS H2-2 45-51 1-1 / 2 " OC 3980 ( 17.7 ) 420 ( 1.87 ) 5150 ( 22.91 ) 4020 ( 17.88 ) |
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MP-PS H2-2 52-58 OC 4010 ( 17.84 ) 410 ( 1.82 ) 5150 ( 22.91 ) 4020 ( 17.88 ) |
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MP-PS H2-2 59-65 2 " OC 4050 ( 18.02 ) 410 ( 1.82 ) 5150 ( 22.91 ) 4020 ( 17.88 )
MP-PS H2-2 68-74 OC 4100 ( 18.24 ) 40 ( 1.78 ) 5150 ( 22.91 ) 4020 ( 17.88 )
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FX |
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MP-PS H2-2 75-81 2-1 / 2 " OC 4130 ( 18.37 ) 390 ( 1.73 ) 5150 ( 22.91 ) 4020 ( 17.88 ) |
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MP-PS H2-2 88-94 3 " OC 4210 ( 18.73 ) 380 ( 1.69 ) 5150 ( 22.91 ) 4020 ( 17.88 ) |
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MPPS H2-2 100-108 3-1 / 2 " OC 4280 ( 19.04 ) 370 ( 1.65 ) 5150 ( 22.91 ) 4020 ( 17.88 ) |
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MP-PS H2-2 110-118 4 " OC 4280 ( 19.04 ) 360 ( 1.6 ) 5150 ( 22.91 ) 4020 ( 17.88 ) |
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MP-PS H2-2 125-133 OC 4280 ( 19.04 ) 360 ( 1.6 ) 5150 ( 22.91 ) 4020 ( 17.88 ) |
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MP-PS H2-2 136-144 5 " OC 4280 ( 19.04 ) 350 ( 1.56 ) 5150 ( 22.91 ) 4020 ( 17.88 )
MP-PS H2-2 152-162 OC 4280 ( 19.04 ) 330 ( 1.47 ) 5150 ( 22.91 ) 4020 ( 17.88 )
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FZ + |
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MP-PS H2-2 163-173 6 " OC 4280 ( 19.04 ) 330 ( 1.47 ) 5150 ( 22.91 ) 4020 ( 17.88 ) |
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MP-PS H2-2 192-202 7 " OC 4280 ( 19.04 ) 310 ( 1.38 ) 5150 ( 22.91 ) 4020 ( 17.88 ) |
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MP-PS H2-2 217-227 8 " OC 4280 ( 19.04 ) 300 ( 1.33 ) 5150 ( 22.91 ) 4020 ( 17.88 ) |
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MP-PS H2-2 244-254 OC 4280 ( 19.04 ) 290 ( 1.29 ) 5150 ( 22.91 ) 4020 ( 17.88 ) |
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MP-PS H2-2 267-277 10 " OC 4280 ( 19.04 ) 280 ( 1.25 ) 5150 ( 22.91 ) 4020 ( 17.88 ) |
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MP-PS H2-2 318-328 12 " OC 4280 ( 19.04 ) 260 ( 1.16 ) 5150 ( 22.91 ) 4020 ( 17.88 ) |
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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 AD values to Design Strength ( LRFD ).
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2023 |
27 |
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