3.0 MODULAR SUPPORT SYSTEM 3.2.6 MT ANGLE BRACES AND FITTINGS MT-AB-L 45
Description
45-degree angle brace for MT-50 channel to concrete and channel-to-channel connections . Material Specifications
Standard 1 Grade 1 F y , ksi ( MPa ) F u
, ksi ( MPa ) GB / T 700 Q235 B 34.08 ( 235 ) 53.66 ( 370 )
1 . Mechanical properties of GB / T 700 Grade Q235 B meet or exceed the mechanical properties of ASTM A1011 SS Grade 33 .
Corrosion Protection
Electro-Galvanized ( EG )
MT-AB-L 45
Modular Support Systems Technical Guide , Edition 1
|
Hot-Dipped Galvanized ( HDG )
MT-AB-L 45 OC
Ordering Information
|
����� “)
���
� ����� “)
|
������ “)
���
|
��� |
|
Description
Weight Per Piece lbs ( kg )
Quantity Piece ( s )
Item No .
MT-AB-L 45 1.06 ( 0.48 ) 10 2272113
MT-AB-L 45 OC 1.06 ( 0.48 ) 10 2272114
|
����
������ “)
|
mm ( in )
����������� “)
|
|
Figure 70 - MT Channel Anchorage to Base
Table 197 - Allowable Strength Design ( ASD ) Load Data 1 , 2 , 3 , 4
F r lb ( kN )
975 ( 4.34 )
1 . Safety factor , Ω , for tabulated values is 2.6 . 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 70 .
Table 198 - Limit State Design ( LSD ) Load Data 1 , 2 , 3
A . MT-50
Figure 71 - MT Channel-to-Channel Connection
F r lb ( kN )
1,230 ( 5.48 )
1 . Resistance factor , ϕ , for tabulated values is 0.55 . 2 . Load values are for base connector only . The design professional is responsible for checking concrete and fastener strength . 3 . See Figure 70 .
Table 199 - Allowable Strength Design ( ASD ) Load Data 1 , 2 , 3
F r lb ( kN )
975 ( 4.34 )
1 . Safety factor , Ω , for tabulated values is 2.6 . 2 . Multiply tabulated values by 1.5 to obtain minimum Load and Resistance Factor Design
( LRFD ) values . 3 . See Figure 71 .
Table 200 - Limit State Design ( LSD ) Load Data 1 , 2
1,230 ( 5.48 ) |
1 . Resistance factor , ϕ , for tabulated values is 0.55 . 2 . See Figure 71 . |