Description |
Standard |
Grade |
F y, ksi
( MPa)
|
MT-B-GL O4U OC |
( GB / T 1591) 1 |
( Q355 B) 1 |
51.49
( 355)
|
MT-B-GL O4 US OC |
( ASTM A1011 /
ASTM A1018) 1
|
HSLAS-F Grade
50 MOD 1
|
51.49
( 355)
|
Fx lb( kN) |
Fy lb( kN) |
Fz lb( kN) |
My lb ft( kN m) |
Mz lb ft( kN m) |
27,180( 120.9) |
12,275( 54.60) |
12,275( 54.60) |
5,560( 7.54) |
5,560( 7.54) |
1 Minimum safety factor, Ω, for tabulated values is 2.0. | ||||
2 Multiply tabulated values by 1.5 to obtain minimum Load and Resistance Factor Design | ||||
( LRFD) values. | ||||
3 See Figure 24. | ||||
4 Load values are for base connector only. The design professional is responsible for | ||||
checking concrete and fastener strength. | ||||
Fx lb( kN) |
Fy lb( kN) |
Fz lb( kN) |
My lb( kN m) |
Mz lb( kN m) |
38,505( 171.3) |
17,375( 77.29) |
17,375( 77.29) |
7,845( 10.64) |
7,845( 10.64) |
1 Maximum resistance factor, φ, for tabulated values is 0.75. | ||||
2 See Figure 24. | ||||
3 Load values are for base connector only. The design professional is responsible for | ||||
checking concrete and fastener strength. | ||||