Modular Supports System Product Technical Guide June 2026

Modular Support Systems Technical Guide, Edition 2

3.0 Modular Support System

3.2.6 MT Elevator Divider Beam( EDB) Connectors

MT-B-GL EDB OC( SET) / MT-B-GL EDB A OC

Figure 105 – MT-100 Standard Connection

A. MT-100( long side) B. MT-B-GL EDB OC

Figure 106 – MT-90 Standard Connection

A. B.

MT-90 MT-B-GL EDB A OC

Figure 107 – MT-100 Standard Connection

A.	MT-100( long side)
B.	MT-B-GL EDB A

Table 314- Allowable Strength Design( ASD) Load Data 1, 2, 3, 4, 5

Fx lb( kN)	Fy lb( kN)	Fz lb( kN)	Mx lb ft( kN m)	My lb ft( kN m)	Mz lb ft( kN m)
8,105( 36.07)	1,625( 7.23)	4,165( 18.53)	965( 1.31)	2,105( 2.86)	1,215( 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 105.

Table 315- Limit State Design( LSD) Load Data 1, 2, 3, 4

Fx lb( kN)	Fy lb( kN)	Fz lb( kN)	Mx lb ft( kN m)	My lb ft( kN m)	Mz lb ft( kN m)
11,510( 51.20)	2,440( 10.86)	6,260( 27.85)	1,450( 1.97)	2,850( 3.87)	1,825( 2.48)
1 Tabulated values are for non-elevator applications only.
2 Maximum resistance factor, φ, for tabulated values is 0.64.
3 Load values are for base connector only. The design professional is responsible for
checking concrete and fastener strength.
4 See Figure 105.

Table 316- Allowable Strength Design( ASD) Load Data 1, 2, 3, 4, 5

Fx lb( kN)	Fy lb( kN)	Fz lb( kN)
665( 2.96)	1,300( 5.80)	4,065( 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 LRFD values.
4 Load values are for base connector only. The design professional is responsible for
checking concrete and fastener strength.
5 See Figure 106.

Table 317- Limit State Design( LSD) Load Data 1, 2, 3, 4

Fx lb( kN)	Fy lb( kN)	Fz lb( kN)
995( 4.43)	1,960( 8.72)	6,095( 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 106.

Table 318- Allowable Strength Design( ASD) Load Data 1, 2, 3, 4, 5

Fx lb( kN)	Fy lb( kN)	Fz lb( kN)
665( 2.96)	1,100( 4.90)	4,165( 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 LRFD values.
4 Load values are for base connector only. The design professional is responsible for
checking concrete and fastener strength.
5 See Figure 107.

Table 319- Limit State Design( LSD) Load Data 1, 2, 3, 4

Fx lb( kN)	Fy lb( kN)	Fz lb( kN)
995( 4.43)	1,655( 7.37)	6,260( 27.85)
1 Tabulated values are for non-elevator applications only.
2 Maximum resistance factor, φ, for tabulated values is 0.70.
3 Load values are for base connector only. The design professional is responsible for
checking concrete and fastener strength.
4 See Figure 107.

Modular Supports System Product Technical Guide June 2026 | Page 147