Outline for Initial Training Sessions
Session #1 Goals for initial training.
A. Become familiar with the use of screens for an existing job:
Job Screen, Job Data Screen,
Flow Tree
Site Plan
Fab. Steel & Cast Iron Screen
Grate, Cover and Height
Pipe Screen
Range of possibilities
B. Become familiar with the use of screens for a new job:
All above plus…..
Structure Screen
English Reference Jobs
Storm only: 24”d, 36”d, 3’x 3’, 4’x 4’,5’x 5’, 6’x 6’
Sanitary & Storm mixed: 48”, 60”, 72”
Metric Reference Jobs
Storm only: 1200mm, 1500mm, 1800mm, 2400mm, 3000mm
600mm x 1200mm DIs, 600mm x 600mm DIs
600mm x 600mm CBs, M-Boxes
Sanitary only: Sanitary
Automatic Stacking Screen
Review Build Height Calculations
Goodness Criteria
Description-Only bases may have two lines
Plan View
Elevation View
Rollout View
Butterfly View
Reports Screen
Choices of Structures
Choices of Reports
BOM, BOM Summary, Custom Piece, Structure Drawing
C. Create, stack and print structure reports
Red River Example: Do five or six structures
Real Life Example #1: Structure #1, Structure #2
Session #1 Review
Part #1 –Main Screen
File
Screens
Screen names
Help
Screen Icons
Part #2 – Job Setup
Job Screen, Job Data Screen
Part # 3 – Input with Red River Example
Flow Tree/Site Plan, Fabricated Steel, Pipe, Structure, Notes
Part #4 – Viewing
Status Screen
Site Plan, Plan View, Elevation View, Rollout View, Butterfly View
Part #5 – Automatic Stacking
Automatic Stacking Screen
Part #6 – Reports
Report Screen
Part #7 –Almost Nothing about Reference Jobs
Structure Design Screen
Part #8 – How to select/create a job
Job Screen, Job Data Screen
Part #9 – How to enter Structure Data
Flow Tree/Site Plan, Fabricated Steel, Pipe, Structure, Notes
Part #10 – How to stack a structure
Automatic Stacking screen
Part #11 – How to view Plan and Elevation views on-line
Plan View and Elevation View Screens
Rollout and Butterfly Views
Part #12 – How to create reports
Report Screen
Session #1 Homework
Several hours of practice should be spent on the above topics, doing the practice
example on Page 5 and then on representative simple structures of the type that your company will manufacture. Keep a list of questions. Do not use the Structure Design Screen. The relationship of Reference Structures, Build Heights and Reference Jobs
will be handled in Session #2.
Session #2 Goals for initial training session #2.
Part #1 Understanding Structure Design, Build Height and Reference Jobs
Part #2 Using the Stack Editor
Session #3 Goals for initial training session #3.
Optional Review of Selected Topics
Part #1 Unlinked Data
Part #2 Archiving Data
Red River Example Training Problem – English Measurements (in feet and inches)
Struc ture |
Type | T.O.C. | Sump | Steel | Outlet Invert | Inlet Invert | From | Angle | Dist ance |
Pipe | Pipe Material |
MH1 | 60” Storm | 903.2’ | 0” | 1772 | 894.2’ | 0° | 10.5’ | 18” | RCP C-Wall | ||
894.2’ | MH2 | 65° | 33.5’ | 18” | RCP C-Wall | ||||||
MH2 | 48” Storm | 908.5’ | 0” | 1772 | 895’ | MH1 | 0° | 33.5’ | 18” | RCP C-Wall | |
895.0’ | MH3 | 188° | 31.6’ | 12” | RCP C-Wall | ||||||
MH3 | 48” Storm | 907.1’ | 0” | 1772 | 896.6’ | MH2 | 0° | 31.6’ | 12” | RCP C-Wall | |
899.0’ | MH4 | 181° | 57’ | 12” | RCP C-Wall | ||||||
896.6’ | MH5 | 242° | 46.1’ | 12” | RCP C-Wall | ||||||
MH4 | 48” Storm | 913.1’ | 0” | 1772 | 901.7’ | MH3 | 0° | 57’ | 12” | RCP C-Wall | |
MH5 | 48” Storm | 912.5’ | 0” | 1772 | 898.5’ | MH3 | 0° | 46.1’ | 12” | RCP C-Wall | |
905.1’ | MH6 | 121° | 37’ | 12” | RCP C-Wall | ||||||
MH6 | 48” Storm | 915.6’ | 24” | 1772 | 908.1’ | MH5 | 0° | 37’ | 12” | PVC Sdr 35 | |
908.1’ | CB1 | 180° | 15’ | 8” | PVC Sdr 35 | ||||||
908.1’ | CB2 | 90° | 15’ | 8” | PVC Sdr 35 |
Red River Example Training Problem – Metric Measurements (in meters)
Struc ture |
Type | T.O.C. | Sump | Steel | Outlet Invert | Inlet Invert | From | Angle | Dist ance |
Pipe | Pipe Material |
MH1 | 1800 Storm | 275.2 | 0 | 1772 | 272.5 | 0° | 3.2 | .45 | RCP C-Wall | ||
272.5 | MH2 | 65° | 10.2 | .45 | RCP C-Wall | ||||||
MH2 | 1200 Storm | 276.9 | 0 | 1772 | 272.7 | MH1 | 0° | 10.2 | .45 | RCP C-Wall | |
272.7 | MH3 | 188° | 9.6 | .30 | RCP C-Wall | ||||||
MH3 | 1200 Storm | 276.4 | 0 | 1772 | 273.2 | MH2 | 0° | 9.6 | .30 | RCP C-Wall | |
274 | MH4 | 181° | 17.3 | .30 | RCP C-Wall | ||||||
273.2 | MH5 | 242° | 14 | .30 | RCP C-Wall | ||||||
MH4 | 1200 Storm | 278.3 | 0 | 1772 | 274.8 | MH3 | 0° | 17.3 | .30 | RCP C-Wall | |
MH5 | 1200 Storm | 278.1 | 0 | 1772 | 273.8 | MH3 | 0° | 14 | .30 | RCP C-Wall | |
275.8 | MH6 | 121° | 11.2 | .30 | RCP C-Wall | ||||||
MH6 | 1200 Storm | 279 | .60 | 1772 | 276.7 | MH5 | 0° | 11.2 | .30 | PVC Sdr 35 | |
276.7 | CB1 | 180° | 4.5 | .30 | PVC Sdr 35 | ||||||
276.7 | CB2 | 90° | 4.5 | .30 | PVC Sdr 35 |