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Giáo trình SAP 2000 - TRÌNH ĐƠN ASSIGN

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Hộp thoại Joint Restraints xuất hiện. Trong hộp thoại Joint Restraints:. Hộp thoại Constraints xuất hiện. Trong hộp thoại Constraints:. Hộp thoại Joint Springs xuất hiện. Trong hộp thoại Joint Springs:. Hộp thoại Joint Masses xuất hiện. Trong hộp thoại Joint Masses:. Hộp thoại Joint Local Axis xuất hiện. Trong hộp thoại Joint Local Axis:. Hộp thoại Model Templates xuất...

Problem B - Concrete Wall

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Click the drop down box in the status bar to change the units to kip-ft.. From the File menu select New Model From Template…. This displays the Model Templates dialog box.. In this dialog box click on the Shear Wall template button to display the Shear Wall dialog box.. In this dialog box. Type 8 in the Number of Spaces...

Problem C - Truss Frame

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Click the drop down box in the status bar to change the units to kip-ft.. In the Number of Grid Spaces area type 0 in the X direction edit box.. In the Number of Grid Spaces area type 0 in the Y direction edit box.. In the Number of Grid Spaces area type 0 in the Z direction edit box.....

Problem D - Inclined Supports

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Click the drop down box in the status bar to change the units to kip-ft.. From the File menu select New Model From Template…. This displays the Model Templates dialog box.. In this dialog box click on the Beam template button to display the Beam dialog box.. In this dialog box. Type 2 in the Number of Spans edit box.....

Problem E - Cables In Tension

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Determine the X-direction displacements at joint D with and without considering the stiffening affect of tension in the cables. Click the drop down box in the status bar to change the units to kip-ft.. From the File menu select New Model…. This displays the Coordinate System Definition dialog box.. In this dialog box. In the Number of Grid Spaces area...

Problem F -Wall Resisting Hydrostatic Pressure

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Click the drop down box in the status bar to change the units to kip-ft.. From the File menu select New Model From Template…. This displays the Model Templates dialog box.. In this dialog box click on the Shear Wall template button to display the Shear Wall dialog box.. In this dialog box. Type 30 in the Number of Spaces...

Problem G - Frame With Support Displacement

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Click the drop down box in the status bar to change the units to kip-ft.. From the File menu select New Model From Template…. This displays the Model Templates dialog box.. In this dialog box click on the Portal Frame template button to display the Portal Frame dialog box.. In this dialog box. Type 14 in the Story Height edit...

Problem H - Reinforced Concrete Beam

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Concrete cover to longitudinal rebar center at top of beam = 3.5 in Concrete cover to longitudinal rebar center at bottom of beam = 2.5 in. Click the drop down box in the status bar to change the units to kip-ft.. From the File menu select New Model From Template…. This displays the Model Templates dialog box.. In this dialog...

Problem I Prestressed Concrete Beam

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Click the drop down box in the status bar to change the units to kip-ft.. From the File menu select New Model From Template…. This displays the Model Templates dialog box.. In this dialog box click on the Beam template button to display the Beam dialog box.. In this dialog box:. Type 1 in the Number of Spans edit box.....

Problem J - Beam On Elastic Foundation

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Click the drop down box in the status bar to change the units to kip-ft.. From the File menu select New Model From Template…. This displays the Model Templates dialog box.. In this dialog box click on the Beam template button to display the Beam dialog box.. In this dialog box:. Type 1 in the Number of Spans edit box.....

Problem K - Steel Moment Frame

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Lateral Loading (Earthquake) As indicated in the figure. Click the drop down box in the status bar to change the units to kip-ft.. From the File menu select New Model From Template…. This displays the Model Templates dialog box.. In this dialog box click on the Portal Frame template button to display the Portal Frame dialog box.. In this dialog...

Problem L - Periodic Loading

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The three loading functions, which have periods of and 1.00 seconds respectively, are shown in the chart and graph below. Click the drop down box in the status bar to change the units to kip-ft.. This displays the Model Templates dialog box.. In this dialog box click on the Portal Frame template button to display the Portal Frame dialog box.....

Problem M - Flat Plate In The X-Y Plane With A Twist

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Flat Plate In The X-Y Plane With A Twist. Click the drop down box in the status bar to change the units to kip-ft.. From the File menu select New Model…. This displays the Coordinate System Definition dialog box.. In this dialog box. In the Number of Grid Spaces area type 2 in the X direction edit box.. In the...

Problem N - Frame-Shear Wall Interaction

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There are no beams or columns embedded in the shear wall.. Click the drop down box in the status bar to change the units to kip-ft.. From the File menu select New Model From Template…. This displays the Model Templates dialog box.. In this dialog box click on the Portal Frame template button to display the Portal Frame dialog box.....

Problem P - Critical Buckling Load

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Click the drop down box in the status bar to change the units to kip-ft.. From the File menu select New Model…. This displays the Coordinate System Definition dialog box.. In this dialog box:. Type 0 in the X Direction Number of Grid Spaces edit box.. Type 0 in the Y Direction Number of Grid Spaces edit box.. Type 1...

Problem Q - Three Frames

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Click the drop down box in the status bar to change the units to kip-ft.. In this dialog box click on the Portal Frame template button to display the Portal Frame dialog box.. In this dialog box. Type 3 in the Number of Stories edit box.. Type 5 in the Number of Bays edit box.. Click the OK button.. Click...

Problem R - Bridge With Moving Load

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Click the drop down box in the status bar to change the units to kip-ft.. This displays the Model Templates dialog box.. In this dialog box click on the Portal Frame template button to display the Portal Frame dialog box.. In this dialog box. Type 1 in the Number of Stories edit box.. Type 3 in the Number of Bays...

Problem U - Barrel Vaulted Structure

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Click the drop down box in the status bar to change the units to kip-ft.. From the File menu select New Model From Template…. This displays the Model Templates dialog box.. In this dialog box click on the Barrel template button to display the Barrel dialog box.. In this dialog box:. Type 40 in the Span edit box.. Type 20...

Problem V - Temperature Loading

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Fahrenheit temperature drop in the cable only.. Click the drop down box in the status bar to change the units to kip-ft.. From the File menu select New Model From Template…. This displays the Model Templates dialog box.. In this dialog box click on the Portal Frame template button to display the Portal Frame dialog box.. In this dialog box:....

Problem W - Simple Beam With Trapezoidal Loads

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From the File menu, choose New Model From Template. Select the Beam template in the upper left hand corner. Use the Divide Frames option in the Edit Menu to break the beam into two elements with a joint at the center.. Click the drop down box in the status bar to change the units to kip-ft.. From the File menu...