Mohawk TP-20, Manual

Page: 46 / 54

New Slab Recommendations
File: New-slab.xls
Rev Date: 3/18/2005
NEW SLABS MUST BE 12" THICK MINIMUM !!
W L R S1 & S2 D I
Lift Model Slab Width, Slab Length, Reinforcement Reinforcement Wej-it Wej-it
(Feet) (Feet) Size, (Inch) Spacing, (Inch) Dia, (Inch) Length, (Inch)
(See Note 1 & 2) (See Note 3)
A-7 4 Ft 14 Ft
8 - #4 - Main Bars
21 - #4 - Temperature Bars
6 in - Long Bars
8 in - Short Bars
3/4 in 5 in
Tomahawk-9000 4 Ft 14 Ft
8 - #4 - Main Bars
21 - #4 - Temperature Bars
6 in - Long Bars
8 in - Short Bars
3/4 in 5 in
System IA
4 Ft 14 Ft
8 - #4 - Main Bars
21 - #4 - Temperature Bars
6 in - Long Bars
8 in - Short Bars
3/4 in 5 in
System IA-10
4 Ft 14 Ft
8 - #4 - Main Bars
21 - #4 - Temperature Bars
6 in - Long Bars
8 in - Short Bars
3/4 in 5 in
LMF-12 6 Ft 15 Ft
12 - #4 - Main Bars
23 - #4 - Temperature Bars
6 in - Long Bars
8 in - Short Bars
3/4 in 6 in
TP-15 6 Ft 15 Ft
12 - #4 - Main Bars
23 - #4 - Temperature Bars
6 in - Long Bars
8 in - Short Bars
3/4 in 6 in
TP-18 6 Ft 16 Ft
18 - #4 - Main Bars
24 - #4 - Temperature Bars
4 in - Long Bars
8 in - Short Bars
3/4 in 6 in
TP-20 6 Ft 16 Ft
18 - #4 - Main Bars
24 - #4 - Temperature Bars
4 in - Long Bars
8 in - Short Bars
3/4 in 6 in
TP-26 6 Ft 16 Ft
18 - #4 - Main Bars
24 - #4 - Temperature Bars
4 in - Long Bars
8 in - Short Bars
1 in 10 in
TP-30 6 Ft 16 Ft
18 - #4 - Main Bars
24 - #4 - Temperature Bars
4 in - Long Bars
8 in - Short Bars
1 in 10 in
TR-19* 2 Ft 2 Ft
4 - #4 Bars
8 Bars Total 6 in - Each Way
3/4 in 5 in
FL-25* 2 Ft 2 Ft
4 - #4 Bars
8 Bars Total 6 in - Each Way
3/4 in 5 in
TR-25* 2 Ft 2 Ft
4 - #4 Bars
8 Bars Total 6 in - Each Way
3/4 in 5 in
TR-33* 6 Ft 6 Ft
12 - #4 Bars
24 Bars Total 6 in - Each Way
3/4 in 5 in
TR-35* 6 Ft 6 Ft
12 - #4 Bars
24 Bars Total 6 in - Each Way
3/4 in 5 in
TR-50* 6 Ft 6 Ft
12 - #4 Bars
24 Bars Total 6 in - Each Way
3/4 in 5 in
TR-75* 6 Ft 6 Ft
12 - #4 Bars
24 Bars Total 6 in - Each Way
3/4 in 5 in
* Four Separate Slabs Formed at each Post.
Note 1: An additional layer of 6 X 6 - 10/10 WWF at mid height of new slab would be advisable in any extremely
hot or cold climate to control cracking due to temperature fluctuations and shrinkage.
At anchor bolt locations only keep WWF mesh below the elevation of the anchorage to avoid
drilling interference with the wire.
Note 2: The main reinforcing and lower temperature steel shall be Grade 60 deformed bars