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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You SAP will handle the conversion. SAP Tutorial Manual 5.

The SAP name has been synonymous with state-of-the-art analytical methods since its introduction over 30 years ago. Edit the grid locations and press the OK button to close the form. Always try to locate your joints at grid intersections. 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.

Worldwide rights of ownership rest with Computers andStructures, Inc.

SAP2000 Tutorial Manual

The static lateral loads need to be entered by selecting each node individually and using the Assign Joint Loads button.

DirectX graphics mode has been enhanced to use DirectX 11 for enhanced speed and capabilities. Graphical User Interface Assign and select menu forms have been enhanced to allow them to remain open for repetitive use with a new apply button. You can select more than one section at a time in the Section Selection list by using the ctrl key while you make the selections.


SAP Tutorial Manual – Emile E. Kfouri – Informatique

The computer program SAP and all associated documentation are proprietary and copyrighted products. Select the Pointer Tool icon from the floating tool bar. Computers and Structures, Inc. Editing Model We are going to edit the framing and the grid at the same time. In addition, setting diaphragms makes the structure behave more like a building with a rigid diaphragm.

Kfouri – Enni Documents. Windows couurs a registered trademark of Microsoft Corporation. From the Load all the frame sections Define menu select Frame Sections option. This model represents concrete compression, cracking, and shear behavior under both monotonic and cyclic loading, and accounts for crack rotation. D e s c r i p t i o n This tutorial describes the modeling and analysis of a seven-story two-dimensional frame structure, subjected to static earthquake loads.

SAP follows in the same tradition featuring a very sophisticated, intuitive and versatile user interface powered by an unmatched analysis engine and design tools for engineers working on transportation, industrial, public works, sports, and other facilities.

Hint finished editing the grid you can right click with the: SAP Tutorial Manual 3. This will let you edit the joint locations and framing by simply editing the grid. The framing and the static loads are shown in Figure Auto-seismic loading according to Korean Building Code KBC added Auto-seismic loading according to the Dominican Republic R code added Analysis A new stability check has been added 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.


Define a static lateral load case called EQ for the earthquake load. You will find under the Select menu item many ways to select joints and elements.

Formation SAp 2000 & matlab

You can always look at the status bar to see what type of elements and how many of them have been selected. Also set the Self Weight Multiplier to zero.

Modeling New 2-D modified Darwin-Pecknold concrete model has been added to the nonlinear layered shell. Select the units you want to work with from the status bar at the bottom of the SAP window.

Select Assign Joint Restraints icon from the floating tool bar to set the fixed supports. Draw a box completely around the three joints at the base of the structure Hint: Voir plus Voir moins. Assigning Member Sections 1. Repeat these Steps for each floor: From the Define cousr select Static Load Cases. Modify undeformed geometry feature enhanced to allow applying the modification to a selection of joints, as well as limiting direction of modification.