0 Version 14 Berkeley, California, USA April Introductory Tutorial for SAP ® Linear and Nonlinear Static and Dynamic Analysis. Jan 14, at AM – Jan 26, at AM UTC+ More than a year ago. pin. Archi-Max-Blida. Université blida, Oulad Yaïch, Blida, Algeria. une nouvelle session de formation sap et Matlab sont est un logiciel de calcul des efforts internes, édité par Computers & Structures Inc.

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From the Draw swp2000 select Edit Grid. Note can change the units you are working with at any time and: Editing Supports The next step is to change the supports on the structure from the default of pinned to fixed. The static lateral loads need to be entered by selecting each node individually and using the Assign Joint Loads button.

SAP Tutorial Manual 5. Fill in story and bay information.

Formation SAP2000,ETABS, MS-PROJECT…

The default design load combinations have been enhanced for CSA A This will let you edit the joint locations and framing by simply editing the grid. From the File menu select New Model from Template. Copyright Computers and Structures, Inc. Define a static lateral load case called EQ for the earthquake load. DirectX graphics mode has been enhanced to use DirectX 11 for enhanced speed and capabilities.

Draw a box completely around the three joints at the base of the structure Hint: You can select more than one section at a time in asp2000 Section Selection list by using the ctrl key while you make the selections.


Sap v x32bit and x64bit – الدليل الشامل للمهندس المدني

In addition, setting diaphragms makes the structure behave more like a building with a rigid diaphragm. Select Assign Joint Restraints icon from the floating tool bar to set the fixed supports. Hint finished editing the grid you can right courss with the: Assigning Member Sections 1. Select the Glue Joints to Grid Lines option.

SAP2000 Tutorial Manual

SAP Tutorial Manual 1. Setting Up Floor Diaphragms Setting up floor diaphragms and sp2000 the floor mass in only the X direction are some common techniques used to reduce the size of the problem solved by SAP Also set the Self Weight Multiplier to zero. Always try to locate your joints at grid intersections. You SAP will handle the conversion.

The framing and the static loads are shown in Figure SAP follows in the same tradition featuring a very sophisticated, intuitive and versatile user interface powered by an unmatched sap000 engine and design tools for engineers working on transportation, industrial, public works, sports, and other facilities. Voir plus Voir moins.

Editing Model We are going to edit the framing and the grid at the same time. Documents Ressources professionnelles Informatique. Auto-seismic loading according to Korean Building Code KBC added Auto-seismic loading according to the Dominican Republic R code added Sap2000 A new stability check has been sap2000 for nonlinear static load cases to report when the structure may have failed under material or geometric nonlinearities that are not obvious from the analysis results.

Repeat these Steps for each floor: Building the Model in SAP Worldwide rights of ownership rest with Computers and Structures, Inc.

Select the Z direction button to change the grids defining the story heights. The handling of convergence tolerances for time-dependent behavior during staged-construction analysis has been improved to better enforce equilibrium after large load increments.


You can also define other Joint properties including the restraint through the Assign menu. The computer program SAP and all associated documentation are proprietary and copyrighted products. Select the units you want to work with from the status bar at the bottom of the SAP window.

D e s c r i p t i o n Cojrs tutorial describes the modeling and analysis of a seven-story two-dimensional frame structure, subjected to static earthquake loads. The first step in entering the loads is to define zap2000 load cases. From the Define menu select Static Load Cases. The SAP name has been synonymous with state-of-the-art analytical methods since its introduction over 30 years ago. Further information and copies of this documentation may be obtained from: Kfouri – Enni Documents.

Powered by Sud-star Inc Designed by sud-star. The vertical loads shown in Figure can be assigned to the beams by selecting all the beams and using the Assign Frame Span Loads button on the floating tool bar. SAP Tutorial Manual 3. Modeling New 2-D modified Darwin-Pecknold concrete model has sa2000 added to the nonlinear layered shell. Then import the wide flanges shown in Figure Edit the grid locations and press the OK button to close the form.

Computers and Structures, Inc. Select the Pointer Tool icon from the floating tool bar.