Ordering Information | |||
Description |
Weight Per
Piece, lbs( kg)
|
Quantity
Piece( s)
|
Item No. |
MT-B-G AS OC |
1.24( 0.56) |
10 |
2332781 |
Fx lb( kN) |
Fy lb( kN) |
Fz lb( kN) |
My lb ft( kN m) |
9,665( 42.99) |
1,575( 7.00) |
3,395( 15.11) |
1,665( 2.26) |
1 Minimum safety factor, Ω, for tabulated values is 2.28. | |||
2 Multiply tabulated values by 1.5 to obtain minimum Load and Resistance Factor Design | |||
( LRFD) values. | |||
3 See Figure 33. | |||
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) |
12,560( 55.89) |
2,360( 10.52) |
5,100( 22.70) |
2,505( 3.40) |
1 Maximum resistance factor, φ, for tabulated values is 0.66. | |||
2 See Figure 33. | |||
3 Load values are for base connector only. The design professional is responsible for | |||
checking concrete and fastener strength. | |||