Form Design Drawing - Concrete Canoe

3'-4"
See Detail F
1
See Detail D
1
3
2'-0"
Section of form
removed for bulkhead
24'-0"
5'-0" 3'-4" 3'-4" 3'-4" 5'-0" 2'-0"
21.6125" (extents of form)
30.1875" (extents of form)
Extents of Concrete
Plan View
9 @ 2'-0"
Elevation View
9
1
4"
Detail C
1
2
Extents of Concrete
Form Layering Scheme Detail (Typ. )
1 Detail D
Table Edge Detail (Typ. )
Detail E
Transverse Prestress
Anchorage
7
Section of form
removed for bulkhead
3
9
6
5
0.5"
4
Detail F
Longitudinal Prestress
Anchorage
Part
SHEET
Bill of Materials
Qty
160 cu. ft.
2 gal.
267 ct.
23 ct.
46 ct.
OF
Description
Expanded Polyurethane
Grade Screws
( 1 2" protruding into concrete )
Steel Spring
(7- 5
8" long, 1- 1
8" dia., k=300 lb/in)
Eye Bolts/Nuts
(3" long, 3 8" dia.)
Black Diamond
Form Design Drawing
General Notes:
1. Drawings not to scale
2. Only two longitudinal prestress anchorages are
shown for clarity
3. Total Longitudinal Prestressing Force: P jack=3.5 kips
4. Total Transverse Prestressing Force: P jack=450 lb
Date: 3/7/2010
Engineer: JAYME
University of Nevada, Reno
Concrete Canoe
2 ct.
4 ct.
9 ct.
7 ct.
Drawn By: HASSELBAUER
9
Duratec®
(Surface Treatment)
W 12 X 22
HSS 3- 1 2" X 3- 1 2" X 3 8"
PVC Pipe
(4" long, 1" dia.)
Acrylic Square Rod
( 1 2" X 1 2" X 6')
9