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Problem N - Frame-Shear Wall Interaction

Tham khảo tài liệu 'problem n - frame-shear wall interaction', kỹ thuật - công nghệ, kiến trúc - xây dựng phục vụ nhu cầu học tập, nghiên cứu và làm việc hiệu quả | Problem N Frame-Shear Wall Interaction Concrete Material Properties E 3600 ksi Poissons Ratio 0.2 Frame Beams 12 wide by 24 deep Columns 24 by 24 pinned base Diaphragm Provide rigid diaphragm constraint at each level. To Do Determine shear carried by wall and by frame at 2nd level and at 6th level. Note Our intent is that you try this problem on your own first. After you have solved it on your own you can step through our solution if desired. If you have problems trying to create the model then follow the steps in our solution. 1 Problem N Solution 1. Click the drop down box in the status bar to change the units to kip-ft. Kip-ft 30 2. 3. 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 Portal Frame dialog box button to display the 4 In this dialog box Type 6 in the Number of Stories edit box Type 3 in the Number of Bays edit box Accept the default Story Height of 12 Type 20 in the Bay Width edit box Click the OK button 5. Click the X in the top right-hand corner of the 3-D View window to close it. 6. From the Draw menu select Edit Grid. to display the Modify Grid Lines dialog box. 7. In this dialog box Verify that the X option is selected in the Direction area. Type -35 in the X Location edit box and click the Add Grid Line button. Type -47 in the X Location edit box and click the Add Grid Line button. Click the OK button. The screen appears as shown in Figure N-1. 8. Click the Quick Draw Rectangular Shell Element button on the side toolbar or select Quick Draw Rectangular Shell Element from the Draw menu . 9. Click in the area labeled A in Figure N-1 to input the first shell element. Note that a quick Shell element is drawn by clicking in a grid space bounded by four grid lines. 10. Click in the areas labeled B C D E and F in that order in Figure N-1 to input the other shell elements. 11. Click the Pointer button 1 on the side tool bar to exit draw mode and enter