Description |
Standard |
Grade |
F y, ksi
( MPa)
|
MT-B-GL O4C OC |
( GB / T 1591) |
( Q355 B) |
51.49
( 355)
|
MT-B-GL O4C US OC |
( ASTM A1011 /
ASTM A1018) 1
|
HSLAS-F
Grade 50 MOD 1
|
51.49
( 355)
|
Corrosion Protection | |
Description |
Environmental Conditions |
MT-B-GL O4C OC |
Outdoor, low to moderate pollution( C3 / C4- low) |
MT-B-GL O4C 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-GL O4C OC |
15.05( 6.83) |
2 |
2343282 |
Fx lb( kN) |
Fy lb( kN) |
Fz lb( kN) |
My lb ft( kN m) |
Mz lb ft( kN m) |
9,840( 43.76) |
2,250( 10.01) |
3,215( 14.50) |
2,240( 3.04) |
2,330( 3.16) |
1 Minimum safety factor, Ω, for tabulated values is 2.75. | ||||
2 Multiply tabulated values by 1.5 to obtain minimum Load and Resistance Factor Design | ||||
( LRFD) values. | ||||
3 Load values are for base connector only. The design professional is responsible for | ||||
checking concrete and fastener strength. | ||||
4 See Figure 34. | ||||
Fx lb( kN) |
Fy lb( kN) |
Fz lb( kN) |
My lb ft( kN m) |
Mz lb ft( kN m) |
|
13,965
( 62.12)
|
3,380
( 15.04)
|
4,560
( 20.30)
|
2,905
( 3.94)
|
3,190
( 4.33)
|
1 Maximum resistance factor, φ, for tabulated values is 0.6. | ||||
2 Load values are for base connector only. The design professional is responsible for | ||||
checking concrete and fastener strength. | ||||
3 See Figure 34. | ||||