MT EDB Connectors Technical Supplement Guide
1.0 MODULAR SUPPORT SYSTEM MT-BRS-EDB
Figure 16 - Omega Bracket Connection to MT Girder
Table 36 - Allowable Strength Design ( ASD ) Load Data 1 , 2 , 3 , 4 , 5
F x lb ( kN )
F y lb ( kN )
F z lb ( kN )
M x lb ft ( kN m )
M y lb ft ( kN m )
M z lb ft ( kN m )
3,145 |
2,920 |
1,200 |
855 |
445 |
550 |
( 14.00 ) |
( 13.00 ) |
( 5.35 ) |
( 1.16 ) |
( 0.61 ) |
( 0.75 ) |
1 . Tabulated values are for elevator divider beam applications only . 2 . Tabulated values must be used in conjunction with the stiffness values shown in Table 38 . 3 . Minimum safety factor , Ω , for tabulated values is 2.1 . 4 . Multiply tabulated values by 1.5 to obtain minimum Load and Resistance Factor Design
( LRFD ) values . 5 . See Figure 16 .
Table 37 - Limit State Design ( LSD ) Load Data 1 , 2 , 3 , 4
A . MT-80 ( long side ) B . Omega bracket not by Hilti
F x lb ( kN )
F y lb ( kN )
F z lb ( kN )
M x lb ft ( kN m )
M y lb ft ( kN m )
M z lb ft ( kN m )
5,035 |
4,675 |
1,800 |
1,105 |
670 |
715 |
( 22.40 ) |
( 20.80 ) |
( 8.01 ) |
( 1.50 ) |
( 0.91 ) |
( 0.97 ) |
1 . Tabulated values are for elevator divider beam applications only . 2 . Tabulated values must be used in conjunction with the stiffness values shown in Table 38 . 3 . Maximum resistance factor , Φ , for tabulated values is 0.7 . 4 . See Figure 16 .
Table 38 - EDB Omega Bracket Connection Stiffness Data 1 , 2
Connector MT-BRS-EDB M12
MT-BRS-EDB M16 k Fx ( kips / in ) ( kN / mm ) k Fy ( kips / in ) ( kN / mm ) k Mz lb ft / rad ( kN m / rad )
2,855 |
26.55 |
11,785 |
( 500 ) |
( 4.65 ) |
( 15.98 ) |
2,855 |
26.55 |
11,785 |
( 500 ) |
( 4.65 ) |
( 15.98 ) |
1 . Spring stiffness values are to be used in elevator divider beam applications . 2 . The rotational spring stiffness , k My
, for MT-BRS-EDB L-bracket connections should be set to zero .
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