Description |
Standard |
Grade |
F y, ksi
( MPa)
|
MT-B-GXL O4 OC |
( GB / T 1591) |
( Q355 B) |
51.49
( 355)
|
MT-B-GXL O4 US OC |
( ASTM A1011 / HSLAS-F Grade
ASTM A1018) 1
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) |
32,370( 144.00) |
19,470( 86.63) |
20,750( 92.32) |
13,055( 17.70) |
8,640( 11.72) |
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 25. | ||||
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 ft( kN m) |
Mz lb ft( kN m) |
45,860( 204.0) |
27,580( 122.7) |
29,380( 130.7) |
16,980( 23.02) |
11,240( 15.24) |
1 Maximum resistance factor, φ, for tabulated values is 0.70. | ||||
2 See Figure 25. | ||||
3 Load values are for base connector only. The design professional is responsible for | ||||
checking concrete and fastener strength. | ||||