# tailieunhanh - Problem F -Wall Resisting Hydrostatic Pressure

## Concrete E =3600 ksi, Poissons Ratio = Boundary Conditions Case 1: Wall clamped at bottom only. Case 2: Wall clamped at bottom and sides. To Do Determine maximum Y-direction displacements at top of wall for Case 1 and Case 2 support conditions. Use joint patterns to apply hydrostatic load. | Problem F Wall Resisting Hydrostatic Pressure Concrete E 3600 ksi Poissons Ratio Boundary Conditions Case 1 Wall clamped at bottom only. Case 2 Wall clamped at bottom and sides. To Do Determine maximum Y-direction displacements at top of wall for Case 1 and Case 2 support conditions. Use joint 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 F Solution 1. Click the drop down box in the status bar to change the units to kip-ft. Kip-ft 2. From the File menu select New Model From Template. This displays the Model Templates dialog box. 3. In this dialog box click on the Shear Wall template Wall dialog box. 4. In this dialog box button to display the Shear Type 30 in the Number of Spaces Along X edit box. Type 15 in the Number of Spaces Along Z edit box. Type 1 Space Width Along X edit box. Type 1 Space Width Along Z 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. Click the drop down box in the status bar to change the units to kip-in. 7. From the Define menu select Materials. to display the Define Materials dialog box. Highlight the CONC material and click the Modify Show Material button to display the Material Property Data dialog box. 8. In this dialog box Verify that the modulus of elasticity is 3600 and poisson s ratio is . Click the OK button twice to exit the dialog boxes. 9. Click the drop down box in the status bar to change the units to kip-ft. 10. Select all of the support joints at the bottom of the wall by windowing . 11. From the Assign menu choose Joint and then Restraints. from the submenu. This will display the Joint Restraints dialog box. 12. In this dialog box Click the fixed base fast restraint button to set all degrees of freedom U1 U2 U3 R1 R2 and R3 as restrained. 2 Click the OK .

TÀI LIỆU LIÊN QUAN
16    151    6
15    107    1
16    104    1
16    130    0
16    124    0
16    93    1
16    94    1
16    129    0
16    100    0
16    96    0
TÀI LIỆU XEM NHIỀU
8    460199    47
14    12438    36
13    9233    483
3    8204    102
14    7984    416
8    6784    2142
16    6757    397
249    5891    980
7    4679    3
17    4533    195
TỪ KHÓA LIÊN QUAN
TÀI LIỆU MỚI ĐĂNG
16    104    0    03-02-2023
15    103    1    03-02-2023
16    106    0    03-02-2023
2    90    0    03-02-2023
204    110    0    03-02-2023
9    102    0    03-02-2023
5    109    9    03-02-2023
59    101    0    03-02-2023
7    126    2    03-02-2023
2    171    0    03-02-2023
TÀI LIỆU HOT
8    6784    2142
112    2543    1121
249    5891    980
561    1872    574
152    2115    519
122    2639    491
62    1966    483
13    9233    483
35    2740    436
14    7984    416
Đã phát hiện trình chặn quảng cáo AdBlock
Trang web này phụ thuộc vào doanh thu từ số lần hiển thị quảng cáo để tồn tại. Vui lòng tắt trình chặn quảng cáo của bạn hoặc tạm dừng tính năng chặn quảng cáo cho trang web này.