1.0 MODULAR SUPPORT SYSTEM MT-B-GL EDB OC ( SET ) / MT-B-GL EDB A OC
MT EDB Connectors Technical Supplement Guide
Figure 8 - MT-100 Standard Connection
A . MT-100 ( long side ) B . MT-B-GL EDB OC
Table 17 - 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 )
8,105 |
1,625 |
4,165 |
965 |
2,105 |
1,215 |
( 36.07 ) |
( 7.23 ) |
( 18.53 ) |
( 1.31 ) |
( 2.86 ) |
( 1.65 ) |
1 . Tabulated values are for non-elevator applications only . 2 . Minimum safety factor , Ω , for tabulated values is 2.2 . 3 . Multiply tabulated values by 1.5 to obtain minimum Load and Resistance Factor Design
( LRFD ) values . 4 . Load values are for base connector only . The design professional is responsible for checking concrete and fastener strength . 5 . See Figure 8 .
Table 18 - Limit State Design ( LSD ) Load Data 1 , 2 , 3 , 4
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 )
11,510 |
2,440 |
6,260 |
1,450 |
2,850 |
1,825 |
( 51.20 ) |
( 10.86 ) |
( 27.85 ) |
( 1.97 ) |
( 3.87 ) |
( 2.48 ) |
1 . Tabulated values are for non-elevator applications only . 2 . Maximum resistance factor , Φ , for tabulated values is 0.65 . 3 . Load values are for base connector only . The design professional is responsible for checking concrete and fastener strength . 4 . See Figure 8 .
Figure 9 - MT-90 Standard Connection
A . MT-90 B . MT-B-GL EDB A OC
Table 19 - Allowable Strength Design ( ASD ) Load Data 1 , 2 , 3 , 4 , 5
F x lb ( kN )
F y lb ( kN )
F z lb ( kN )
665 |
1,300 |
4,065 |
( 2.96 ) |
( 5.80 ) |
( 18.09 ) |
1 . Tabulated values are for non-elevator applications only . 2 . Minimum safety factor , Ω , for tabulated values is 2.1 . 3 . Multiply tabulated values by 1.5 to obtain minimum Load and Resistance Factor Design
( LRFD ) values . 4 . Load values are for base connector only . The design professional is responsible for checking concrete and fastener strength . 5 . See Figure 9 .
Table 20 - Limit State Design ( LSD ) Load Data 1 , 2 , 3 , 4
F x lb ( kN )
F y lb ( kN )
F z lb ( kN )
995 |
1,960 |
6,095 |
( 4.43 ) |
( 8.72 ) |
( 27.13 ) |
1 . Tabulated values are for non-elevator applications only . 2 . Maximum resistance factor , Φ , for tabulated values is 0.7 . 3 . Load values are for base connector only . The design professional is responsible for checking concrete and fastener strength . 4 . See Figure 9 .
Figure 10 - MT-100 Standard Connection
A . MT-100 ( long side ) B . MT-B-GL EDB A
Table 21 - Allowable Strength Design ( ASD ) Load Data 1 , 2 , 3 , 4 , 5
F x lb ( kN )
F y lb ( kN )
F z lb ( kN )
665 |
1,100 |
4,165 |
( 2.96 ) |
( 4.90 ) |
( 18.53 ) |
1 . Tabulated values are for non-elevator applications only . 2 . Minimum safety factor , Ω , for tabulated values is 2.1 . 3 . Multiply tabulated values by 1.5 to obtain minimum Load and Resistance Factor Design
( LRFD ) values . 4 . Load values are for base connector only . The design professional is responsible for checking concrete and fastener strength . 5 . See Figure 10 .
Table 22 - Limit State Design ( LSD ) Load Data 1 , 2 , 3 , 4
2023
F x lb ( kN )
F y lb ( kN )
F z lb ( kN )
995 |
1,655 |
6,260 |
( 4.43 ) |
( 7.37 ) |
( 27.85 ) |
1 . Tabulated values are for non-elevator applications only . 2 . Maximum resistance factor , Φ , for tabulated values is 0.7 . 3 . Load values are for base connector only . The design professional is responsible for checking concrete and fastener strength . 4 . See Figure 10 .
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