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STAAD Advanced : Foundation to Mastery Training series for Structural and Civil working Engineer
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PRODUCT DESCRIPTION
STAAD Advanced : Foundation to Mastery Training series for Structural and Civil working Engineer
Module-0/Kick Start & Let us Begin! STAAD.Pro from Foundation to Mastery
- Introduction and Foundation concept of Design and Analysis
- Migrating from theory to Application
- Structural Problem formulation
- Pre-Requisite Assessment
- Complete 1 Hour Lecture covering must have pre-requisite before gliding to STAAD or Any FEA Analysis Package
Module-1/Concept/Foundation & Technology
- Bentley STAAD History & Background & Other widely used Applications
- Assumption & correctness of our observation of Inputs to FEA Analysis Engine
- Understanding Concept of FEA/FEM-Lecture
- Introduction and Deep insight of the Technology -FEA/FEMDifferent Modules and Scope/Integration
- Why Industry is widely using FEA for Structural Analysis/Design?
- Why FEA is so popular
- Mathematical Formulation
- Application of FEA
- Input/Output/Verification/Validation
- Why Industry is widely using FEA for Structural Analysis/Design?
- Why FEA is so popular
- Mathematical Formulation
- Application of FEA
- Input/Output/Verification/Validation
- What exactly we do in Analysis & Design Application-Role of Engineer Vs Computer/Workstation
- Pro GUI introduction & Layout
- System Requirement
- Impact of Nano Technology to Analysis /Design Process of Structure
- Take Home Final Points from Module-1
- Projects
- Modules Show case & Navigation in STAAD.Pro
- How to extract Inputs(BCS) from real world Problem
- Assumption & correctness of our observation of Inputs to FEA Analysis Engine
- FEA Solution Approach –Problem
Module-2/STAAD Config/Understanding Architecture for Project Application
- Pro v8i SS6 work flow Process
- Pro Configuration 1step to Kickstart
- New Project/Open Project/File culture
- File House Keeping/Back up MappingArchive & Why it is so important for my Critical STRUCTURAL Analysis Projects
- Do’s and Do not
- Project Tips
- Use of STAAD Program for Transmission of files/Project
- STRUCTURAL Dashboard
- Base Unit Configuration
- Axis Orientation
- Working Directory Setting
- Error tracking Configuration
- STAAD Editor new application configuration toggle
- Advanced Configuration
- Section Profile Setup
- STAAD RCC Design code setup
- Importing Rules-3D DXF/OTHERS
- New Model Types /How to Choose/Why to select a particular model type-Logic Behind
- Where do you want to Go Clarity-Approach/Methods
- Integrating Structural Wizard for Quick and Easy Project MAPPING
- Integrating Structural Wizard for PROTOTYPE MODEL(Truss/Frame/Surface/Plate/Solid)
- Integrating Structural Wizard for SAVED TEMPLATE REUSE MODEL
- SCAN dxf/std files
- Brief Structural Wizard Crating Strategy
- Navigation HOT KEYS /OPERATION-Roate/Pan/Zoom etcNavigation Tool Bars Vry Handy for Projects
- Orientation HotKey
- View Selected Object Only
- View Whole Structure
- Save View
- Open View
- 3D Rendering
- Set Structure Color-Color Management
- Structural Tool Tip
- Structural Tool Tip
- Structural Diagram Labels
- Advanced Options Configuration
- Current Input Units(Tools)
- Unit Convertor(Tools)
- Take Home Final Points from Module-2
- Projects
- Project Configuration
- Working Directory
- External import DXF/others
- DXF Scan Project
- Structural Wizard Project-1
- Structural Wizard Project-2
- Structural Wizard Project-3
- Structural Wizard Project-4
- Structural Wizard Project-5
Module3/Modeling & Geometry Operation Insight
- Understanding Snap Node/Beam
- Insert Node & Application
- Node Hot spot concept
- Control key disengage
- Geometry Node-Beam Panel for Controlling Positions/Dimensions
- Beam connection Point to Point
- Beam Mid point Quick Configure
- 90 Degree positioning tricks for Beam
- How to create and position Curve Beam
- Snap/ Node-Plate
- Snap/Node-Solid
- Node Dimension Query
- Node Dimension Display
- Understanding Concept of Grid-Lecture
- How to Implement Grid concept to Real world Projects
- Types of Grid System & which one to use where?
- How to Implement Grid concept to Real world Projects
- Importing Grid of other Project & How to map to existing Project
- Hybrid Grid System Design and Application
- Grid Programming and Using this in High Rise Critical structure
- XY,XZ,YZ concept and Flipping/Orientation for Mapping and synching
- How to Create Plate/S
- How to Create Surface
- How to Mesh Surface
- How to Create Solid
- How to Create Parametric Model
- How to Create Opening in Parametric Model
- Solid 8 noded Brick
- 7 Node DeGenerated Brick
- 6 Noded Wedge Solid
- 5 Noded Pyramid Solid
- 4 Noded Tetra Solid
- 20 Selection Methods Which one to use Where?Modeling Geometry Hot Keys
- Select Cursor-Node/Beam/plate/surface/solid
- WINDOW/CROSSING Selection
- WINDOW/CROSSING Selection
- Drag Line selection
- Region selection
- Load Edit Cursor
- Support Edit Cursor
- Relese Edit Cursor
- Beam Parallel Selection
- Plate Parallel Selection
- By Range Selection
- By Group Selection
- Entity at Node Selection
- Entity Connect Beam Selection
- By all Selection
- By Inverse Selection
- By List Selection
- By Specification Selection
- By Missing Properties Selection-Recommended for all projects
- Highlight Entities sequentially Selection
- Take Home Final Points from Module-3
- Projects
- Snap/Node-Beam concept-Project
- Grid system Regular-Project
- Grid system irregular-Project
- Grid system Radial-Project
- Importing Grid system-Project
- Hybrid Grid system-Project
- Grid Programming-Project
- Selection Application-Project (G+35)
Module4/Modeling & Geometry Operation Insight
- Translational Repeat
- Link
- Open Base
- Re Number Bay
- Generation Flag
- Circular Repeat
- Link Step
- Open Base
- Geometry Only
- Generate Mirror
- Move
- Copy
- Generate RotateFill Floor Grid with Plate
- Move
- Copy
- Stretching Members
- Move Joint
- Move Origin
- Move Member
- Move Plate
- Move Surface
- Move Solid
- Interest Application
- Renumber Node
- Renumber Beam
- Renumber Plate
- Renumber Solid
- Create New Group
- Query -Joint/Member/Plate/Solid etc
- Paste Node/Beam/Plate
- Geometry ValidationTake Home Final Points from Module-4
- Check Multiple Structure
- Check Duplicate
- Duplicate Node
- Duplicate Member
- Duplicate Plate
- Orphan Node
- Check for Zero Length Member
- Overlapping co-linear Member
- Improperly connected Plate
- Check Beam Plate Connectivity
- Projects
- Translate-Project2(G+50)
- Translate-Project3(G+101)
- Translate-Project1
- CIRCULAR Repeat-Project Commercial-G+19
- Mirror Project-G+5
- STRETCHING(Chajja+Slabs) -Project (G+3)
- Move Appliaction-Project
- Intersect Application Project-Commercial Apartment
- Renumber Project Application -G+33
- Group & Selecting -High Rise Project-G+55
- Geometry Validation Project
Module5/Pre-Processing ABC
- Property Assignment to Structural Members
- Beam Properties
- Define Properties
- Circular
- Rectangular
- T
- Trapizodial
- General
- Taper-I
- Taper-Tube
- Section DataBase Orientation
- Edit Property
- Properties Values
- Delete Properties
- Beta Angle
- Plate Thickness
- Surafce Thickness
- Load & Definition
- Load CASE
- Primary
- Loading Type
- DEAD
- LIVE
- ROOF LIVE
- WIND
- SEISMIC
- SNOW
- FLUIDS
- SOIL
- RAIN WATER/ICE
- PONDING
- DUST
- TRAFFIC
- TEMPERATURE
- IMPERFECTION
- ACCEDENTAL
- FLOOD
- ICE
- WIND ON ICE
- MASS
- CRANE HOOK
- GRAVITY
- PUSH
- Load Types in STAAD.Pro
- Primary Load Cases
- Load CASE
- Self Weight
- X
- Y
- Z
- Nodal Load
- Fx
- Fy
- Fz
- Mx
- My
- Mz
- Member Load
- Uniform Force
- Uniform Moment
- Concentrated Force
- Concentrated Moment
- Linear Varying
- Trapezoidal
- Hydrostatic
- Pre-Post Stress
- Fixed End
- Physical Member Load
- Uniform Force
- Uniform Moment
- Concentrated Force
- Concentrated Moment
- Trapezoidal
- Area Load
- Pressure-Local Z
- Pressure-Gx
- Pressure-Gy
- Pressure-Gz
- Floor Load
- Pressure Method
- X-Range-Direction X/Y/Z
- Y-Range-Direction X/Y/Z
- Z-Range-Direction X/Y/Z
- Group-Direction X/Y/Z
- Inclined Floor
- One way Distribution
- Plate Load
- Pressure On Full Plate
- Concentrated Load
- Partial Plate Pressure
- Trapezoidal
- Hydrostatic
- Element Joint Load
- Surafce Load
- Pressure On Full Surface
- Partial Surface Pressure
- Concentrated Load
- Partial Surface Trapezoidal
- Self Weight Load
- Solid Load
- Solid Pressure Load
- Face No 1(Front)-Node1/2/3/4 Pressure-DIRECTION-Local Z/Gx/Gy/Gz
- Face No 2(Bottom)Node1/2/3/4 Pressure-DIRECTION-Local Z/Gx/Gy/Gz
- Face No 3(Left)Node1/2/3/4 Pressure-DIRECTION-Local Z/Gx/Gy/Gz
- Face No 4(Top)Node1/2/3/4 Pressure-DIRECTION-Local Z/Gx/Gy/Gz
- Face No 5(Right)Node1/2/3/4 Pressure-DIRECTION-Local Z/Gx/Gy/Gz
- Face No 6(Back)Node1/2/3/4 Pressure-DIRECTION-Local Z/Gx/Gy/Gz
- Seismic Load
- Direction-X/Y/Z
- Multiplying factor for Accidental Torsion Load
- Multiplying factor for Natural Torsion Load
- Time History
- Time Load
- Ground Motion
- Wind Load
- Exposure Surface & Direction
- +X with factor
- -X with factor
- +Z with factor
- -Z with factor
- Snow Load
- Response Spectrum Load
- Modal Calculation
- Load Generation
- Nos of Load
- Pre-Defined Load
- Define Combination
- Normal
- SRSS
- ABS
- Auto Load Combination
- Country Code
- Load Combination Category
- Load Envelop
- STRESS
- SERVICEABILITY
- COLUMN
- CONNECTION
- STRENGTH
- Load Envelopes
- Load Definition Overview
- Vehicle Definition
- Time History Definition
- Wind Load Definition
- Snow Definition
- Reference Load Definition
- Seismic Definition
- PUSHOVER Definition
- Direct Analysis Definition
- Understanding Country Specific Code & Application In STAAD
- IS 456/1875-Part1/2/3/4/5,IS 1893
- ACI
- EURO
- Other Country
- Specifications
- Node Specifications
- Beam Specifications
- Plate Specifications
- Delete Specifications
- Edit Specifications
- Configuring Codes for RCC design of Beam/Column /Slab
- IS
- BS 8110
- EC2(Euro)
- ACI 318
- Other Countries
- Material
- Isotropic/Orthotropic/Anisotropic
- Create
- Edit
- Delete
- SupportTake Home Final Points from Module-5
- Create
- Edit
- Delete
- Fixed Support
- Pinned Support
- Fixed But Support
- Enforced Support
- Enforced But Support
- Multi Linear Spring Support
- Tension /Compression Spring Support
- Foundation Support
- Inclined Support
- Projects
- Properties Assignment-G+50 STRUCTURE Project
- Load Configuration- G+15 Project
- Load Configuration- G+35 Project
- Load Configuration as per reducing Load & code- G+30 Project
- Understanding Country Specific Code & Application In STAAD
- IS 456/1875-Part1/2/3/4/5,IS 1893
- ACI
- EURO
- Other Country
- Plate Thickness -G+3 Project
- Load combination & Application in Live Projects-G+39
- Specification-G+3 Project
- Support- G+100 Project
- Load combination & COUNTRY Code Configuration in Live Projects-G+39
- RCC Design/Analysis wrt Country Parameters -Indian-Examples in Live Projects-G+39
- RCC Design/Analysis wrt Country Parameters -American Examples in Live Projects-G+39
- RCC Design/Analysis wrt Country Parameters -Europian Examples in Live Projects-G+39
- RCC Design/Analysis wrt Country Parameters -British Examples in Live Projects-G+39
Module6/Kick Start Foundation Analysis & Design
- Importance and necessicity of Each Analysis Type.Big WHY??
- Types of Analysis
- Stiffness Analysis
- Stiffness Analysis
- Linear Elastic Analysis
- Second Order Analysis
- P-Delta Analysis
- Buckling Analysis
- Static Geometrically Nonlinear Analysis
- Static Geometrically Nonlinear Analysis
- Imperfection Analysis
- Imperfection Analysis
- Multilinear Analysis
- Multilinear Analysis
- Tension / Compression Only Analysis
- Tension / Compression Only Analysis
- Nonlinear Cable/Truss Analysis
- Nonlinear Cable/Truss Analysis
- Advanced Nonlinear Cable Analysis
- Advanced Nonlinear Cable Analysis
- Dynamic Analysis
- Solution of the Eigenproblem
- Settings for Dynamic Analysis
- Cut-Off Frequency, Mode Shapes, or Time
- Mode Selection
- Dynamic Loading Specification
- Response Spectrum Analysis
- Response Spectrum Specification – Generic Method
- Response Spectrum Specification per IS: 1893 (Part 1)-2002
- Response Spectrum Specification per Eurocode 8 1996
- Response Spectrum Specification per Eurocode 8 2004
- Response Spectrum Specification per IBC 2006
- Response Spectrum Specification per SNiP II-7-81
- Response Spectrum Specification per SP 14.13330.2011
- Application of Time Varying Load for Response History Analysis
- Application of Time Varying Load for Response History Analysis
- Floor Spectrum Response
- Floor Spectrum Response
- Frequency Calculation
- Rayleigh Frequency Calculation
- Rayleigh Frequency Calculation
- Modal Calculation Command
- Modal Calculation Command
- Mass Modeling
- Mass Modeling
- Damping Modeling
- Damping Modeling
- Response Spectrum
- Response Spectrum
- Response Time History
- Steady State and Harmonic Response
- Pushover Analysis
- Understanding Pre-Processing & Post-Processing
- Analysis/Print
- Beam2D Analysis
- Analysis/Print
- Pre-Print
- Post-Print
- Local Coordinate System
- Internal Hinge
- Truss2D
- STAAD Results Viewing
- Result and Reports
- Results Verification & Validation
- STAAD Results Scaling Concept
- Take Home Final Points from Module-6
- Projects
- Beam 2D Project-1 Deep insight
- Beam 2D Project-2 Deep insight
- Beam 3D Project Deep insight
- Pre-Print/Post-Print Application -Project High Rise Structure G+27
- Results Verification & Validation Project
- Report Generation & Customization Project
- Truss Project-1
- Truss Project-2
Module7/Kick Start Foundation Analysis & Design-STAAD RC Designer
- RCC Design In STAAD.Pro
- RCC Design Parameters and How to configure?
- P-Delta Concept and Application
- RC Design of Beam
- RC Design of Column
- RC Design of Slab
- Steel Details-Primary/Secondary/Tie
- RC Frame
- Shear Wall Design
- RC Design Analysis/Design Report
- Projects
- Project RCC Frame
- Project RCC Beam Design
- Project RCC Column Design
- Project Slab Design
- Project Shear Wall Design
Module8/Generating Seismic Loads
- Generating Seismic Loads
- Skills Taught
- Creating the seismic load definition.
- Applying the seismic loads.
- Incorporating the orthogonal effects.
- Specifying the Analysis/Change commands.
- Create the Seismic Load Definition
- Apply the Seismic Loads
- Incorporate the Orthogonal Effects
- Specify the Analysis/Change Commands
- Review the Result & Validate the Model
- Take Home Final Points from Module-8
- Projects
- Use :ACI,IS 456,BS,EC2,IBC,UBC-Project Seismic Load Generation G+4
Module9/ Performing a Modal Response Spectrum Analysis
- Skills TaughtPerforming a Modal Response
- Defining Dynamic Seismic Loads
- Specifying the Maximum Number of Mode Shapes
- Generating Load Combinations
- Performing a Dynamic Seismic Analysis
- Reviewing the Results
- Spectrum Analysis
- Skills Taught
- Defining Dynamic Seismic Loads
- Specifying the Maximum Number of Mode Shapes
- Generating Load Combinations
- Performing a Dynamic Seismic Analysis
- Reviewing the Results
- Create the Dynamic Seismic Load Cases
- Define the Dynamic Masses
- Define the Response Spectra Load Item
- Generate the Load Combinations
- Specify the Maximum Number of Mode Shapes
- Analyze the Model
- Review the Mass Participation Results
- Review the Base Shear Results
- Review the Member Force Results
- Review the Mode Shapes
- Take Home Final Points from Module-9
- Use :ACI,IS 456,BS,EC2,IBC,UBC -Project Modal Response Spectrum Analysis
Module10/ Performing a Seismic Response History Analysis
- Performing a Seismic Response History
- Analysis
- Skills Taught
- Creating the Time History Definition
- Defining the Dynamic Masses
- Defining the Time History Load Item
- Generating the Load Combinations
- Specifying the Maximum Number of Mode Shapes
- Performing the Analysis
- Skills Taught
- Creating the Time History Definition
- Defining the Dynamic Masses
- Defining the Time History Load Item
- Generating the Load Combinations
- Specifying the Maximum Number of Mode Shapes
- Performing the Analysis
- Create the Time History Definition
- Create the Time History Load Case
- Define the Dynamic Masses
- Define the Time History Load Item
- Specify the Maximum Number of Mode Shapes
- Review the Mass Participation Results
- Review the Base Shear Results
- Generate the Load Combinations
- Review the Post Processor Results
- Analyze the Model
- Time-history acceleration in each direction Interpretation
- Take Home Final Points from Module-10
- Use :ACI,IS 456,BS,EC2,IBC,UBC –Project Performing a Seismic Response History Analysis
Module11/ Modal/Natural Frequency Analysis
- What Is Modal/Natural Frequency?
- Reason Why we should Use?
- Examples?
- Application over Structural Dynamic case
- Projects
- Modal Analysis Project – G+35
- G+ 35 Structure from Scratch
Module12/ Wind Load Analysis
- Create the Windward Load Definition
- Create the Leeward Load Definition
- Create the Sidewall Load Definition
- Define the Wind Load Cases
- Define the Wind Load Items in the Positive X Direction
- Generating Wind Loads
- Skills Taught
- Creating a the windward, leeward, and sidewall wind load definitions.
- Defining the wind load cases.
- Defining the Wind load items.
- Define the Wind Load Items in the Negative X Direction
- Review & Error checking the Completed Model
- Projects
- Wind Load Analysis G+25
- G+ 25 Structure from Scratch
Module13/ Steel Design
- Pro – Designing Steel Members
- Steel Design Parameters
- METHOD Parameter: Used to specify the LRFD or ASD design method.
- FYLD Parameter: Used to specify the yield strength of steel.
- Steel Deflection Parameters
- DFF: “Deflection Length” / Maximum Allowable Local Deflection
- DJ1: Joint number denoting starting end for the calculation of “Deflection Length”
- DJ2: Joint number denoting ending end for the calculation of “Deflection Length”
- Steel Design Commands
- CHECK CODE command: Instructs STAAD.Pro to determine if the assigned member properties are adequate to carry the applied forces.
- SELECT command: Instructs STAAD.Pro to indicate the minimum weight cross section that is sufficient to safely carry the applied forces.
- GROUP command: Instructs STAAD.Pro to assign a common section to a group of members during optimization.
- Steel Optimization Command StructureDesign the Model
- PERFORM ANALYSIS command
- SELECT command
- GROUP command
- PERFORM ANALYSIS command
- CODE CHECK command
- Complete the Design
- Review the Results
- Take Home Final Points from Module-13
- AISC and IS-Steel Design Projects
Module14/ STAAD Programming and Coding
- Quick Start Programming-Don’t worry about programming we will make it simple and anyone can Learn!!
- Starting the STAAD EditorFrom within the STAAD.Pro window:
- There are several ways to initiate the STAAD Editor.
- Edit Input Command File.
- From outside STAAD.Pro
- Editor Access Externally
- Comment activation to convey to others for concurrent Work
- STAAD Programming-a New Way!! Upgraded
- Architecture of STAAD Programming
- CompileError Fixing
- To Check for Syntax Errors
- Use as a Unique tool to increase Productivity
- Model Generation
- Support System
- Load Generation
- RCC Code
- Analysis Engine
- Hot Keys for Quick AccessExit the programs.
- Keyboard Shortcuts
- The Code & MethodHow to Use Strategy & Tricks
- Code Completion
- Take Home Final Points from Module-14
- STAAD Programming Application-Project-1
- STAAD Programming Application-Project-2
- STAAD Programming Application-Project-3
- STAAD Programming Application-Project-4
- STAAD Programming Application-Project-5
- STAAD Programming Application-Project-6
Module15/ STAAD Building Planner
- How to Start?Pro starts in the Building Planner mode.
- To Start a STAAD Model in the Building Planner Mode
- Necessity
- Plane Creation
- To Create a New Building Plan
- To Create a New Building Plan
- To Import a Building Plan
- To Import a Building Plan
- To Edit Plan Properties
- Slabs Creation
- Column Creation
- Beam Creation
- Frame Creation
- Application –G+10 –Model Generation-Col,Beam ,Slab
- Application –G+10 –Load Generation
- Application –G+10 –Analysis
Module16/ STAAD Foundation Design
- How To import STAAD model to Foundation
- Assigning and configuration of Reaction Load
- Configuring Foundation Properties
- Steel reinforcement calculations and Foundation Type
- Schedules, Drawing Generation
- Foundation Design G+2
- Foundation Design G+20
Module17/ Pushover Analysis
- What is a Pushover Analysis?
- Purpose of a Pushover Analysis
- Types of non-linearity
- Force controlled and deformation controlled actions
- Frame element hinge properties
- Lateral Load Distribution
- Pushover Analysis How to Use correctly
- Push Over Analysis Post Processing
- Input Parameters for Pushover Analysis
- Project
- Pushover Analysis of G+3
Sample Videos-
Link-1-https://www.youtube.com/watch?v=C8edwZ5Ip8Q&list=PL48vKOI2_RwBtTCxk26_keJLVu60oAlAh
Link-2-https://www.youtube.com/watch?v=5-Ym0NJOC4U&list=PL48vKOI2_RwDH7lM21uFZ4cRzvRW5Ali3