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INTRODUCTION
TO STAAD PRO.Naveen [email protected]
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TUTORIAL PROBLEM : RC
FRAMED STRUCTURE Starting the Program Creating Joints and Members Switching On Node and Beam Labels Specifying Member Properties and Material
Constants Specifying Member Orientation using Beta Angle Specifying Supports Specifying Loads Specifying the Analysis Type Specifying the parameters and instructions for
Concrete Design Performing Analysis and Design
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BASIC DATA FOR THE
STRUCTURE Member properties Member Orientation
Material Constants Supports LoadsAnalysis Type Concrete Design
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STARTING THE PROGRAM4
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GENERATING THE MODEL
GEOMETRY4
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SWITCHING ON NODE AND
BEAM LABELS4
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CHANGING THE INPUT
UNITS OF LENGTH4
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ALTERNATIVELY, ONE MAY SELECT THE TOOLS |
SET CURRENT INPUT UNITMENU OPTION.4
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SPECIFYING MEMBER
PROPERTIES4
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SPECIFYING GEOMETRIC
CONSTANTS4
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SPECIFYING MATERIAL
CONSTANTS4
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SPECIFYING SUPPORTS 4/18/2013
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SPECIFYING LOADS 4/18/2013
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SPECIFYING THE ANALYSISTYPE 4
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SHORT-LISTING THE LOAD CASES TO BEUSEDIN CONCRETE DESIGN 4
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SPECIFYING CONCRETEDESIGN PARAMETERS 4
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SPECIFYING CONCRETEDESIGN PARAMETERS 4
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SPECIFYING CONCRETEDESIGN PARAMETERS 4
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SPECIFYING CONCRETEDESIGN PARAMETERS 4
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SPECIFYING DESIGNCOMMANDS 4
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SPECIFYING DESIGNCOMMANDS 4
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SPECIFYING DESIGNCOMMANDS 4
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VIEWING THE INPUTCOMMAND FILE 4
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VIEWING THE INPUTCOMMAND FILE 4
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PERFORMING THEANALYSIS AND DESIGN 4
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VIEWING THE OUTPUT FILE4/18/2013
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POST-PROCESSING Display deflection diagrams Annotate Displacements Change the Display units for displacement values shown in the tables.
Switching between load cases for viewing deflection diagrams. Display the force and moment diagrams. Changing the degree of freedom for which the force/moment diagram is plotted Annotating the force diagram
Changing the Display units for the force and moment values shown in the tables. Restricting the load cases for which results are viewed Using Member Query Viewing Concrete Design results using Query.
Producing an on-screen report
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CREATING CUSTOMIZEDREPORTS 4
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CREATING CUSTOMIZEDREPORTS 4
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CREATING CUSTOMIZEDREPORTS 4
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END 4/18/2013
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