Modular Supports System Product Technical Guide June 2026 | Page 144

Modular Support Systems Technical Guide, Edition 2
3.0 Modular Support System
3.2.6 MT Elevator Divider Beam( EDB) Connectors
MT-B-GS EDB OC( SET) / MT-B-GS EDB A OC
Figure 99 – MT-80 Standard Base Connection
A. MT-80( long side) B. MT-B-GS EDB OC
Figure 100 – MT-70 Standard Base Connection
A. B.
MT-70 MT-B-GS EDB A OC
Figure 101 – MT-80 Standard Base Connection
A. MT-80( long side) B. MT-B-GS EDB A OC
Table 300- Allowable Strength Design( ASD) Load Data 1, 2, 3, 4, 5
Fx lb( kN)
Fy lb( kN)
Fz lb( kN)
My lb ft( kN m)
10,200( 45.38)
1,745( 7.77)
3,585( 15.95)
1,865( 2.53)
1 Tabulated values are for non-elevator applications only.
2 Minimum safety factor, Ω, for tabulated values is 2.6.
3 Multiply tabulated values by 1.5 to obtain Load and Resistance Factor Design
( LRFD) values.
4 Load values are for base connector only. Design professional is responsible for
checking concrete and fastener strength.
5 See Figure 99.
Table 301- Limit State Design( LSD) Load Data 1, 2, 3, 4
Fx lb( kN)
Fy lb( kN)
Fz lb( kN)
My lb ft( kN m)
15,330( 68.20)
2,625( 11.68)
5,390( 23.98)
2,425( 3.29)
1 Tabulated values are for non-elevator applications only.
2 Maximum resistance factor, φ, for tabulated values is 0.6.
3 Load values are for base connector only. Design professional is responsible for
checking concrete and fastener strength.
4 See Figure 99.
Table 302- Allowable Strength Design( ASD) Load Data 1, 2, 3, 4, 5
Fx lb( kN)
Fy lb( kN)
Fz lb( kN)
330( 1.48)
830( 3.70)
4,145( 18.44)
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 LRFD values.
4 Load values are for base connector only. Design professional is responsible
for checking concrete and fastener strength.
5 See Figure 100.
Table 303- Limit State Design( LSD) Load Data 1, 2, 3, 5
Fx lb( kN)
Fy lb( kN)
Fz lb( kN)
495( 2.21)
1,250( 5.57)
5,235( 23.29)
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. Design professional is responsible
for checking concrete and fastener strength.
4 See Figure 100.
Table 304- Allowable Strength Design( ASD) Load Data 1, 2, 3, 4, 5
Fx lb( kN)
Fy lb( kN)
Fz lb( kN)
665( 2.96)
1,045( 4.66)
3,970( 17.68)
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 LRFD values.
4 Load values are for base connector only. Design professional is responsible
for checking concrete and fastener strength.
5 See Figure 101.
Table 305- Limit State Design( LSD) Load Data 1, 2, 3, 4
Fx lb( kN)
Fy lb( kN)
Fz lb( kN)
995( 4.43)
1,570( 7.00)
5,305( 23.62)
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. Design professional is
responsible for checking concrete and fastener strength.
4 See Figure 101.
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