Modular Support Systems Technical Guide , Edition 1
3.0 MODULAR SUPPORT SYSTEM |
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3.2.9 MT BEAM CLAMPS |
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MQT-41-82 |
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Description |
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Beam clamp for connecting channels directly to steel beams . |
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Corrosion Protection
Electro-Galvanized ( EG )
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MQT-41-82 |
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Hot-Dipped Galvanized ( HDG ) |
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MQT-41-82-F |
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Ordering Information |
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Description |
Weight Per Piece lbs ( kg ) |
Quantity Piece ( s ) |
Item No . |
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MQT-41-82 1.30 ( 0.59 ) 10 369676
MQT-41-82-F 1.33 ( 0.60 ) 10 304191
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mm in
Figure 103 - MT Channel-to-Steel
Table 255 - Allowable Strength Design ( ASD ) Load Data 1 , 2 , 3 , 4 , 5
F z lb ( kN )
1,800 ( 8.01 )
1 . Safety factor , Ω , for tabulated values is 3.0 . 2 . Tabulated values represent the total allowable load on a pair of beam clamps . The load resisted by a single beam clamp must not exceed 900 lbs ( 4.0 kN ). 3 . Multiply tabulated values by 1.5 to obtain minimum Load and Resistance Factor Design
( LRFD ) values . 4 . The design professional must account for moment decoupling when the applied loads do not occur between the pair of beam clamps . 5 . See Figure 103 .
A . MT-40D
Table 256 - Limit State Design ( LSD ) Load Data 1 , 2 , 3 , 4
F z lb ( kN )
2,430 ( 10.81 )
1 . Resistance factor , ϕ , for tabulated values is 0.45 . 2 . Tabulated values represent the total factored design load on a pair of beam clamps . The load resisted by a single beam clamp must not exceed 1,215 lbs ( 5.4 kN ). 3 . The design professional must account for moment decoupling when the applied loads do not occur between the pair of beam clamps . 4 . See Figure 103 .
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