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   Schindler Elevator Corp.  Traction Elevator  

Traction Elevator - Page 31

 

 

REAR GLASS WALL

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Capacity Std. Speed fpm (m/s)  

Area

(i)

Dimensions
A B CA CB C (xv) D   (viii, ix, xv) J
2500 lb

1134 kg

350 (1.78)

450 (2.29)

29.1 ft2

2.7 m2

7'-0"

2134mm

5'-1"

1549mm

6'-8"

2032mm

4'-3"

1295mm

9'-4"

2845mm

5'-9"

1753mm

3'-6" 1067mm (ii)
3000 lb

1361 kg

350 (1.78) 33.7 ft2

3.13 m2

7'-0"

2134mm

5'-7"

1702mm

6'-8"

2032mm

4'-9"

1448mm

9'-4"

2845mm

6'-3"

1905mm

3'-6" 1067mm (ii)
450 (2.29)
3500 lb

1588 kg

350 (1.78) 38.0 ft2

3.53 m2

7'-0"

2134mm

6'-3"

1905mm

6'-8"

2032mm

5'-5"

1691mm

9'-4"

2845mm

6'-11"

2108mm

3'-6" 1067mm (ii)
450 (2.29)

 

Capacity Dimensions
K

(iv)

L M

(vi)

N

(iv)

OH

(iv, v)

P

(vi, viii)

Q

(x)

R

(x)

2500 lb

1134 kg

9'-1"

2769mm

10"

254mm

4'-1" 1245mm

4'-11" 1499mm

14'-0" 4267mm

14'-10" 4522mm

17'-1" 5207mm

17'-11" 5461mm

5'-0" 1524mm

5'-10" 1778mm

9'-4"

2840mm
18'-0"

5486mm
3000 lb

1361 kg

9'-1"

2769mm

10"

254mm

4'-1" 1245mm 14'-0" 4267mm 17'-1" 5207mm 5'-0" 1524mm 9'-4"

2840mm
18'-0"

5486mm
4'-11" 1499mm 14'-10" 4522mm 17'-11" 5461mm 5'-10" 1778mm
3500 lb

1588 kg

9'-1"

2769mm

10"

254mm

4'-1" 1245mm 14'-0" 4267mm 17'-1" 5207mm 5'-0" 1524mm 9'-4"

2840mm
18'-0"

5486mm
4'-11" 1499mm 14'-10" 4522mm 17'-11" 5461mm 5'-10" 1778mm

 

Capacity

Overhead Reactions (vii)

Buffer Impact

Pit Loads

 

Unbalanced

Rail Loading

Safety Set Load Per Rail Seismic Rail Loading ME MF
  E F F F Car Buffer CWT Buffer U U T S1 S2    
   

15000 lb

6804 kg

 

10500 lb

4763 kg

 

10100 lb

4581 kg

 

7200 lb

3266 kg

 

36100 lb

16375 kg

 

31800 lb

14424 kg

 

211 lb

96 kg

 

77 lb

35 kg

 

7200 lb

3266 kg

 

2360 lb

1070 kg

 

1180 lb

535 kg

- -
  15400 lb

6985 kg

10700 lb

4853 kg

10400 lb

4717 kg

7300 lb

3311 kg

36400 lb

16511 kg

32800 lb

14878 kg

211 lb

96 kg

84 lb

38 kg

7300 lb

3311 kg

2448 lb

1110 kg

1224 lb

555 kg

- -
  16500 lb

7484 kg

11400 lb

5171 kg

11100 lb

5035 kg

7900 lb

3584 kg

40200 lb

18234 kg

34900 lb

15830 kg

246 lb

112 kg

110 lb

50 kg

8000 lb

3629 kg

2660 lb

1207 kg

1330 lb

603 kg

- -

 

Notes : Refer any special conditions to your local sales representative.

(i)    Maximum allowable inside car area per ASME A17.1 Rule 207.1 and CAN/CSA-B44 3.9.

(ii)    Available with SSSO or SSCO door systems.

(iii)    Available with SSCO door system only.

(iv)    Dimensions K (under beam), N (clear overhead), and OH (total overhead) are based on 8'-0" (2438mm) high cab and 7'-0" (2134mm high opening. For heights larger than these, increase K, N and OH accordingly.

(v)    Dimension OH (total overhead) is based on 12" (305mm) machine beam and 4" (102mm) thick machine room slab.

(vi)    Dimension P (pit depth) and M (car overtravel) are based on full stroke buffers and Whisperflex compensation.

(vii)    Reactions at E, F, G and H are based on ASME A17.1 Rule 105.2 and CAN/CSA-B44 2.6. Weight of slab not included. Reactions based on maximum cab weight allowed and maximum travel. Final reactions determined by elevator shop drawings.

(viii)    For rear counterweight applications, Dimension D must increase 5" (127mm) when counterweight safety is required. For side counterweight applications, Dimension C must increase 5" (127mm) when counterweight safety is required. Dimension P or OH (not both), N and M may increase when cwt. safety is used.

(ix)    Dimension D must increase 11/2" (38mm) at floors with flush transoms.

(x)    Dimensions shown are for single cars. Machine room dimensions for multicar banks will vary.

(xi)    Adequate steel or concrete beam or concrete wall supports are required for rail mounting brackets based on elevator shop drawing loadings at each floor per ASME A17.1 Rule 200.9 and CAN/CSA-B44 3.2.5.2. Mounting and interface between building support and rail bracket to be in agreement between customer and elevator contractor.

(xii)    Beams around hoistway to support rail brackets to be on same vertical centerline, if possible, and to be located no further than 24" (610mm) from centerline of steel beam or edge of concrete beam or concrete wall to platform for non-seismic applications.

(xiii)    Minimum pit depth (P) for applications in Province of Ontario is 5'-7" (1702mm).

(xiv)    For front & rear applications, the minimum floor height is 12" (305mm).

(xv)    For seismic area with rear counterweight applications, increase C by 4" (102mm) to 3500 lb (1588 kg), 6" (152mm) for 4000 lb (1814 kg) & 5000 lb (2268 kg) and increases D by 3" (76mm). For side counterweight applications, increase C by 4" (102mm).

 

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