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Ellis 6-10 Horizontal Shore / Spanall

Horizontal Shore Spanall quickly adjusts from 4' - 7'(HS-47) or 6' - 10' (HS-610) to support formwork for concrete decks and heavy loads. but light enough for easy handling.
Eliminate Joists, plywood rests directly atop the Ellis Horizontal Shore.
Horizontal Shores allow users to set up and tear down quickly by reducing the total number of shores needed. Quickly open and close wedge lock with strike of a hammer.
For recommended spacing, see the chart below.

Below Ellis Horizontal Shores are used to support formwork for pouring a concrete bridge in Mulhal Oklahoma. Click on the picture to see more like it.


| 4-7 Horizontal Shore Spacing Center To Center |
| Slab |
Slab |
Slab Weight |
Horizontal Shore Span |
| Thickness |
Weight |
Dead Load + |
4' |
5' |
6' |
7' |
|
| (inches) |
Dead Load (PSF) |
Live Load (PSF) |
Maximum C to C Spacing |
| 4" |
50 |
80 |
5' |
5' |
5' |
4' |
|
| 4 1/2" |
56 |
86 |
5' |
5' |
4' |
3'-8" |
|
| 5" |
62 |
92 |
5' |
5' |
4' |
3'-4" |
|
| 5 1/2" |
69 |
99 |
5' |
5' |
4' |
3'-4" |
|
| 6" |
75 |
105 |
5' |
5' |
4' |
3' |
|
| 6 1/2" |
81 |
111 |
5' |
4' |
3'-8" |
2'-8" |
|
| 7" |
87 |
117 |
5' |
4' |
3'-4" |
2'-8" |
|
| 7 1/2" |
94 |
124 |
5' |
4' |
3'-4" |
2'-8" |
|
| 8" |
100 |
130 |
5' |
4' |
3' |
2'-4" |
|
| 8 1/2" |
106 |
136 |
5' |
4' |
3' |
2'-4" |
|
| 9" |
112 |
142 |
5' |
3'-8" |
2'-8" |
2'-4" |
|
| 9 1/2" |
119 |
149 |
4' |
3'-8" |
2'-8" |
2' |
|
| 10" |
125 |
155 |
4' |
3'-4" |
2'-8" |
2' |
|
| 10 1/2" |
131 |
161 |
4' |
3'-4" |
2'-4" |
2' |
|
| 11" |
137 |
167 |
4' |
3' |
2'-4" |
1'-7" |
|
| 11 1/2" |
143 |
173 |
4' |
3' |
2'-4" |
1'-7" |
|
| 12" |
150 |
180 |
4' |
3' |
2'-4" |
1'-7" |
|
| 13" |
162 |
192 |
3'-8" |
2'-8" |
2' |
1'-7" |
|
| 14" |
175 |
205 |
3'-4" |
2'-8" |
2' |
1'-7" |
|
| 15" |
187 |
212 |
3'-4" |
2'-4" |
1'-7" |
1'-4" |
|
| 20" |
250 |
280 |
2'-4" |
1'-7" |
1'-4" |
1' |
|
| 24" |
300 |
330 |
2' |
1'-7" |
1' |
8" |
| *Joist and Plywood spans should be considered separately.
| 6-10 Horizontal Shore Spacing Center To Center |
| Slab |
Slab |
Slab Weight |
Horizontal Shore Span |
| Thickness |
Weight |
Dead Load + |
6' |
7' |
8' |
9' |
10' |
| (inches) |
Dead Load (PSF) |
Live Load (PSF) |
Maximum C to C Spacing |
| 4" |
50 |
80 |
5' |
5' |
5' |
4' |
3'-4" |
| 4 1/2" |
56 |
86 |
5' |
5' |
4' |
3'-8" |
3' |
| 5" |
62 |
92 |
5' |
5' |
4' |
3'-4" |
2'-8" |
| 5 1/2" |
69 |
99 |
5' |
5' |
4' |
3'-4" |
2'-8" |
| 6" |
75 |
105 |
5' |
5' |
4' |
3' |
2'-4" |
| 6 1/2" |
81 |
111 |
5' |
4' |
3'-8" |
2'-8" |
2'-4" |
| 7" |
87 |
117 |
5' |
4' |
3'-4" |
2'-8" |
2' |
| 7 1/2" |
94 |
124 |
5' |
4' |
3'-4" |
2'-8" |
2' |
| 8" |
100 |
130 |
5' |
4' |
3' |
2'-4" |
2' |
| 8 1/2" |
106 |
136 |
5' |
4' |
3' |
2'-4" |
1'-7" |
| 9" |
112 |
142 |
5' |
3'-8" |
2'-8" |
2'-4" |
1'-7" |
| 9 1/2" |
119 |
149 |
4' |
3'-8" |
2'-8" |
2' |
1'-7" |
| 10" |
125 |
155 |
4' |
3'-4" |
2'-8" |
2' |
1'-7" |
| 10 1/2" |
131 |
161 |
4' |
3'-4" |
2'-4" |
2' |
1'-7" |
| 11" |
137 |
167 |
4' |
3' |
2'-4" |
1'-7" |
1'-4" |
| 11 1/2" |
143 |
173 |
4' |
3' |
2'-4" |
1'-7" |
1'-4" |
| 12" |
150 |
180 |
4' |
3' |
2'-4" |
1'-7" |
1'-4" |
| 13" |
162 |
192 |
3'-8" |
2'-8" |
2' |
1'-7" |
1'-4" |
| 14" |
175 |
205 |
3'-4" |
2'-8" |
2' |
1'-7" |
1' |
| 15" |
187 |
212 |
3'-4" |
2'-4" |
1'-7" |
1'-4" |
1' |
| 20" |
250 |
280 |
2'-4" |
1'-7" |
1'-4" |
1' |
8" |
| 24" |
300 |
330 |
2' |
1'-7" |
1' |
8" |
8" | *Joist and Plywood spans should be considered separately.
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