Description |
Standard |
Grade |
F y, ksi
( MPa)
|
MT-B-GS O4 OC |
( GB / T 1591) |
( Q355 B) |
51.49
( 355)
|
MT-B-GS O4 US OC |
( ASTM A1011 /
ASTM A1018) 1
|
HSLAS-F Grade
50 MOD 1
|
51.49
( 355)
|
Description |
Environmental Conditions |
MT-B-GS O4U OC |
Outdoor, low to moderate pollution( C3 / C4- low) |
MT-B-GS O4U US OC |
Outdoor, low to moderate pollution( C3 / C4- low) |
Ordering Information | |||
Description |
Weight Per
Piece, lbs( kg)
|
Quantity
Piece( s)
|
Item No. |
MT-B-GS O4U OC |
10.36( 4.7) |
4 |
2272101 |
Fx lb( kN) |
Fy lb( kN) |
Fz lb( kN) |
My lb ft( kN m) |
Mz lb ft( kN m) |
12,115( 53.89) |
2,610( 11.62) |
3,010( 13.40) |
1,010( 1.37) |
830( 1.13) |
1 Minimum safety factor, Ω, for tabulated values is 2.5. | ||||
2 Multiply tabulated values by 1.5 to obtain minimum Load and Resistance Factor Design | ||||
( LRFD) values. | ||||
3 See Figure 23. | ||||
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) |
15,750( 70.06) |
3,395( 15.11) |
3,910( 17.40) |
1,435( 1.95) |
1,080( 1.47) |
1 Maximum resistance factor, φ, for tabulated values is 0.57. | ||||
2 See Figure 23. | ||||
3 Load values are for base connector only. The design professional is responsible for | ||||
checking concrete and fastener strength. | ||||