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ROOF DESIGN (TRUSSES / FRAMES (Multi-Part Trusses (Field Splice plate,…
ROOF DESIGN
MATERIALS
Timber
Plates
Gaps beneth plates
Field Splice Plates
Corrosive Environment
General
Posi-Strut
Plywood
Hangers
Hanger Types
Manual Design
Bearing Lengths
Pamir Fabricator Settings
Rotated Hangers
Connections - Trusses and Girders - Wind Uplift
Fixings
Roof Finishes
Tiles
Warm Roofs
Flat Roofs
Restraint Straps
Other
FIRE
Latest Test Data
30 Min Requirements
60 Min Requirements
MATHS
Trigonometry
Units
Calculating Loads
DESIGN FOR MANUFACTURE
Economy
Match Groups
DESIGN FOR TRANSPORT
Height Restriction
Length Restriction
DESIGN FOR ERECTION
TRUSSES / FRAMES
Ways to Frame
Where to use girders
Trusses or infill
Gable Ladders
Gable Ladders - Non Structural Items in Pamir
Web Selection
Cut Trusses
Feature Trusses
Valley Trusses
Multi-Part Trusses
Field Splice plate
Pole Plate / Lapped
Reinforcement / Scabs
Attic Trusses - Non-standard support details
Roof Features - Parapet Trusses
ROOF FEATURES
Gable
Hip
T Intersection
Dog Leg
Raised Tie
Attic
Openings
Roof Light Tolerances
Framing at Roof Lights
Dormers
Towers/Turrets
Guide to Roof Surfaces
Raising the Roof
THINGS TO CONSIDER
Match Existing
Drawing Scales
Future Use
Eaves Details
GRP Dormers
Ceiling Construction
Suspended Ceiling
Exposed Ceiling
Design Principles
Span to Depth Ratios
External Wall Members Designed as Trusses
Infill Rafters carrying ceiling finishes
Large Projections
Gable
Eaves
Hip
Minimum Timber Sizes
Centres
Maximum Truss Spans
ENGINEERING PRINCIPLES
CSI
Deflection
Compound
Differential
Horizontal
14mm Limit for Attic Trusses
Deflections in Pamir
Deflection - Node Check - Absolute Global
Tension / Compression
Vibration
Moment
Support Fixity
Bearing Design
Bearings narrower than supported members
Bearing Design
LOADING
Types
Duration
Actions
Load Paths
Special Loads
Care Homes / Hotels
Hoists - calculating
Sliding Partitions
Plant
Attic/Non-Attic space
False Chimney
Stair Loadings in Pamir
Hoists - how to apply
GRP Dormers
Large Roof Lights and Lanterns
Solar Panels
Snow Drift
Snow Drift
Wind
Wind Uplift - Resolving issues in Pamir
Effect of Building Size
Use of Wind Zones
Open Sided Buildings
Materials Lists
Site Location
EC5 Basics of Design
EC5 Calculation Tables Description
Exposure Settings for Load Appliance
Design for non-triangulated trusses
Design Improvements
Design for non-triangulated trusses
JOB TYPES
Estimating
Manufacture
TERMINOLOGY
Roof
Truss
Intro to Trusses
DESIGN RESPONSIBILITIES
BRACING
Responsibilities
Stability Bracing
Wall Bracing
Wind Girders
Attic Strutting
Ply/OSB Bracing
Out of Plane Restraint
Wind Posts
Stress Reversal
PD 6693-1
Wall Pate Connection
Cantilevers / Stubs
T-Braces
REMEDIAL WORKS
Responsibilities
Notching/Drilling zones
What Mitek permits in Pamir
Plywood Specifications
LIFTED ROOFS
Typical Details
Design in Pamir
GIRDER CONNECTIONS
Nails/Screws/Bolts
On site Connections
Factory Connections
POSI ATTICS
Design Considerations
Manufacturing Details
Pamir Input
Do's and Don'ts
Limitations
Where to Utilize
Product Explanation
Bracing
MANUFACTURE
Truss Production Manual
Product Guarantees
Mark 8 Press
POSI-RAFTERS
Standard Details
Support Details
Bracing / Restraint
Tilted Posi-rafter Roofs