4. ST – Structural
A – Analysis
A – And
D – Design
Pro – Program
V8i – Version 2008 interactive
SS4 – Select Series4 (20.07.09.31)
STAAD Pro V8i
5. History of STAAD.Pro
STAAD Pro was originally Developed by
Research Engineers International in Yorba
Linda, CA
In late 2005, Research Engineer International
was bought by Bentley Systems.
6. Introduction to STAAD.Pro
STAAD.Pro is a Structural Analysis Design Program
Software.
It is used for 3D generation, analysis and multi-material
design.
It’s a limit state method concept.
It will create a framed structure only.
This is the one and only structural engineering software.
BEAVA – Bridge Engineering Automatic Vehicle Application
9. Units
Length : Meter & Millimeter
Force : Kilo Newton & Newton
Load – KN/m Fc & Fe – N/mm2
10. STRUCTURE
Real model – structural element .
Physical model – modeling software .
Mathematical model – STAAD pro design.
STRUCTURAL
11. Framed Structure : ( G+2 & above)
This Structure having the combination of
Beam, Column and Slab to resist the lateral and
gravity loads.
BASED ON LOADING
Load Bearing Structure : ( G+2 )
This Structure instead of
column and Beam, it has walls
taking the load.
16. Steel : ( fy - Tensile Stress)
Mild Steel – Fe 250
High Yield Strength Deformed Bars :
– Fe 415 & Fe 500
TMT – Thermo Mechanically Treated:
The TMT bars have a hard outer surface and a
softer core. Their manufacturing process includes hot
rolled steel wires passed through water
17. Partial Safety Factor for Material Strength (γm)
Characteristic Strength /
Partial Safety Factor for Strength (γm)
Design Strength =
Ultimate Limit State :
Concrete 1.50
Steel 1.15
Serviceability limits of deflection and cracking :
Ec = 5000 𝑓ck N/mm2
Es = 200 x 10^3 N/mm2
Ref: IS 456 :2000
Page No: 68
Class No: 36.4
18. Indian Standard Code Book
IS 456 – Reinforced Concrete Design
IS 800 – Steel Design
IS 802 – Transmission Tower ( I to III )
IS 875 – Dead Load ( Part I )
IS 875 – Live Load ( Part II )
IS 875 – Wind Load ( Part III )
IS 875 – Snow Load (Part IV )
IS 875 – Special Load (Part V )
IRC 6,18,21 – Bridge Design
19. IS 1893:1984 Criteria for Earthquake Resistant Design of
Structures
Part 1: General provisions and Buildings
Part 2: Liquid Retaining Tanks – Elevated and Ground Supported
Part 3 : Bridges and Retaining Walls
Part 4 : Industrial Structures Including Stack Like Structures
Part 5 : Dams and Embankments
Indian Standard Code Book
IS 3370 Code of practice Concrete structures for the storage
of liquids
Part 1: General requirements
Part 2: Reinforced concrete structures
Part 3: Prestressed Concrete Structures
Part 4: Design Tables
20. Number of Rod
8, 10, 12, 16, 18, 20, 22, 25, 28, 32, 36, 40, 45, 50 mm
24. BEAM
Horizontal Member & Tension Member
Basic Value of Span to effective depth
ratios for spans up to 10m
Cantilever 7
Simple Supported 20
Continuous 26
above 10 m
le /10 to le /15
Ref: IS 456 :2000
Page No: 37
Class No: 23.2.1
25. COLUMN
Vertical Member & Compression Member
Ref: IS 456 :2000
Page No: 41
Class No: 25.1.2
Short Column
l eff / LLD > 12
Long Column
l eff / LLD < 12
Minimum Eccentricity
IS456, Clause 25.4 gives an expression for
the possible min. eccentricity
emin = ( L / 500 ) + ( D / 30)
but not less then 20 mm
26. FOUNDATION
A Concrete support under a foundation that rested in
solid ground and is wider than the structure supported. Footing
distribute the weight of the structure over the ground.
33. Dead Load : Framing, Flooring & Roofing
Materials, Plumbing, HVAC etc.,
Load type with Example
Live Load : Weight of Persons, Movable
Partitions, Dust Load, Weight of Furniture etc.,
Wind Load : Thrust of Wind on High-rise
Structure etc.,
Snow Load : Accumulated Snow over Roof.
Wave Load : Impact of Waves on Walls or
Bridge Pillar
34. EarthQuake Load : Forces Caused due to
Horizontal / Vertical Movement of Building
Construction Load : Shoring, Scaffolding,
Brick Stored at First Floor, Construction
equipments kept on floor, etc.,
Earth Pressure : Retaining wall with soil as
backfill etc.,
Water Pressure : Water tank, Dam, etc.,
35. Thermal Load : Rise in Stress due to increase
in indoor temperature etc.,
Creep : Creep in Concrete
Machine Vibration Load : Jumping, Walking,
Dropping Vibrations due to Machine, etc.,
Corrosion : Fatigue Stress in Steel etc.,
39. 3. Water Tank
Ground Water Tank
Over Head Water Tank
Under Ground Water Tank
LOCATION:
TYPE:
Rectangular Water Tank
Square Water Tank
Circular Water Tank