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ANSI Dimensions (VS/VL)
ANSI Dimensions (VP)
ANSI Table of Reaction Forces

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ANSI Dimension (VS/VL)

Dimension Model 800 Model 1200
W (Effective width between balustrades) 2'-7 1/2" 3'-11 1/4"
W1 (Width on completion) 3'-9 1/4" 5'-1"
W2 (Center-to-center width between handrails) 2'-7 13/16" 3'-11 9/16"
W3 (Width of skirt guards) 2'-1/4" 3'-4"
W4 (Width floor plate joint) 3'-5 5/8" 4'-9 3/8"
W4 (Width of floor opening) 4'-1 3/16" 5'-4 15/16"

Model H R1 R2 R3
Model 800

8'-7/16"H
19'-8 1/4"

 220(S+Q)+2970 -11185/(S+Q) 220(S+Q)+900 +11185/(S+Q)  
19'-8 1/4"<H
21'-3 7/8"		 220S+2970-15555/S 220Q+900-4370/Q 220(S+Q)+
15555/S+4370/Q
Model 1200 8'-7/16"H
19'-8 1/4"		 275(S+Q)+3135 -11205/(S+Q) 275(S+Q)+1075 +11205/(S+Q)  
19'-8 1/4"<H
21'-3 7/8"		 275S+3135-16510/S 275Q+1075-5305/Q 275(S+Q)+
16510/S+5305/Q

Notes: 1) When there is no bottom light between the escalator truss and the exterior cladding, the dimension is reduced from 7 7/8" to 2".
2) When the rise "H" exceeds 19'-8 ¼", it is necessary to use an intermediate support beam.
3) We recommend 7'-5 3/8" for the lower truss length which is advantageous for maintenance. The length can be reduced to 6'-2 7/16".
4) For the installation of an intermediate support beam, the dimensions (S+Q) between support beams will be 36'-1 1/16" or shorter.
5) Please consult Fujitec when two or more intermediate support beams need to be installed.
6) Please consult Fujitec when an escalator is for outdoor use or a rise exceeds 21'- 3 7/8".


ANSI Dimension (VP)

Dimension Model 800 Model 1200
W (Effective width between balustrades) 2'-3 9/16" 3'-7 5/16"
W1 (Width on completion) 3'-9 1/4" 5'-1"
W2 (Center-to-center width between handrails) 2'-7 13/16" 3'-11 9/16"
W3 (Width of skirt guards) 2'-1/4" 3'-4'
W4 (Width floor plate joint) 3'-5 5/8" 4'-9 3/8"
W4 (Width of floor opening) 4'-1 3/16" 5'-4 15/16"

Model H R1 R2 R3
Model 800

8'-7/16"H
19'-8 1/4"

 220(S+Q)+2970 -11185/(S+Q) 220(S+Q)+900 +11185/(S+Q)  
19'-8 1/4"<H
21'-3 7/8"		 220S+2970-15555/S 220Q+900-4370/Q 220(S+Q)+
15555/S+4370/Q
Model 1200 8'-7/16"H
19'-8 1/4"		 275(S+Q)+3135 -11205/(S+Q) 275(S+Q)+1075 +11205/(S+Q)  
19'-8 1/4"<H
21'-3 7/8"		 275S+3135-16510/S 275Q+1075-5305/Q 275(S+Q)+
16510/S+5305/Q

Notes: 1) When there is no bottom light between the escalator truss and the exterior cladding, the dimension is reduced from 7 7/8" to 2".
2) When the rise "H" exceeds 19'-8 ¼", it is necessary to use an intermediate support beam.
3) We recommend 7'-5 3/8" for the lower truss length which is advantageous for maintenance. The length can be reduced to 6'-2 7/16".
4) For the installation of an intermediate support beam, the dimensions (S+Q) between support beams will be 36'-1 1/16" or shorter.
5) Please consult Fujitec when two or more intermediate support beams need to be installed.
6) Please consult Fujitec when an escalator is for outdoor use or a rise exceeds 21'- 3 7/8".


Table of Reaction Forces

Rise
H (ft-in)		 Beam-to-beam dimension
(1.732 *H+16.404) ft		 Model 800
Reaction Force		 Model 1200
Reaction Force
R1 R2 R1

R2
10'-0"

33.725

 9,990 8,590 11,990 10,600

10'-2"

 34.013 10,050 8,650 12,070

10,670
10'-4" 34.302 10,120 8,710 12,150 10,750
10'-6" 34.591 10,190 8,770 12,230

10,830
10'-8" 34.879 10,250 8,830 12,320 10,900
10'-10" 35.168 10,320 8,890 12,400 10,980
11'-0" 35.457 10,380 8,950 12,480 11,060
11'-2" 35.745 10,450 9,010 12,560 11,130
11'-4" 36.034 10,520 9,070 12,640 11,210
11'-6" 36.323 10,580 9,130 12,730 11,290
11'-8" 36.611 10,650 9,190 12,810 11,370
11'-10" 36.900 10,710 9,260 12,890 11,440
12'-0" 37.189 10,780 9,320 12,970 11,520
12'-2" 37.477 10,850 9,380 13,050 11,600
12'-4" 37.766 10,910 9,440 13,130 11,670
12'-6" 38.055 10,980 9,500 13,220 11,750
12'-8" 38.343 11,040 9,560 13,300 11,830
12'-10" 38.632 11,110 9,620 13,380 11,900
13'-0" 38.921 11,170 9,680 13,460 11,980
13'-2" 39.209 11,240 9,750 13,540 12,060
13'-4" 39.498 11,310 9,810 13,620 12,140
13'-6" 39.787 11,370 9,870 13,710 12,210
13'-8" 40.075 11,440 9,930 13,790 12,290
13'-10" 40.364 11,500 9,990 13,870 12,370
14'-0" 40.653 11,570 10,050 13,950 12,450
14'-2" 40.941 11,630 10,110 14,030 12,520
14'-4" 41.230 11,700 10,180 14,110 12,600
14'-6" 41.519 11,760 10,240 14,190 12,680
14'-8" 41.807 11,830 10,300 14,280 12,760
14'-10" 42.096 11,890 10,360 14,360 12,830
15'-0" 42.385 11,960 10,420 14,440 12,910
15'-2" 42.673 12,030 10,480 14,520 12,990
15'-4" 42.962 12,090 10,550 14,600 13,070
15'-6" 43.251 12,160 10,610 14,680 13,140
15'-8" 43.539 12,220 10,670 14,760 13,220
15'-10" 43.828 12,290 10,730 14,840 13,300
16'-0" 44.117 12,350 10,790 14,920 13,380
16'-2" 44.405 12,420 10,850 15,010 13,450
16'-4" 44.694 12,480 10,920 15,090 13,530
16'-6" 44.983 12,550 10,980 15,170 13,610
16'-8" 45.272 12,610 11,040 15,250 13,690

• The above reaction forces change according to the conditions below. Please consult with Fujitec for each case.
1) The weight of the exterior cladding exceeds 47lb/ft (or 3lb/ft sq).
2) When the beam-to-beam dimension exceeds (1.732(H)+16.404), extension is necessary.



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