# TAILIEUCHUNG - Problem H - Reinforced Concrete Beam

## Concrete E =3600 ksi, Poissons Ratio = f ’c = 4 ksi fy = 60 ksi Concrete cover to longitudinal rebar center at top of beam = in Concrete cover to longitudinal rebar center at bottom of beam = in To Do Determine required longitudinal reinforcing steel and required shear stirrups based on ACI 318-95 | Problem H Reinforced Concrete Beam Concrete E 3600 ksi Poissons Ratio f c 4 ksi fy 60 ksi Concrete cover to longitudinal rebar center at top of beam in Concrete cover to longitudinal rebar center at bottom of beam in To Do Determine required longitudinal reinforcing steel and required shear stirrups based on ACI 318-95 wDL klf unfactored doesn t include beam weight wLL klf unfactored 24 24 18 Beam Section 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 H Solution 1. Click the drop down box in the status bar to change the units to kip-ft. Kip-ft 30 2. 3. 4. 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 dialog box button to display the Beam In this dialog box Accept all of the default values 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 Define menu select Materials. to display the Define Materials dialog box. 7. Click on CONC in the Materials area to highlight select it and then click the Modify Show Material button. The Material Property Data dialog box is displayed. 8. In this dialog box Verify is entered in the Weight per Unit Volume edit box. Click the OK button twice to exit all dialog boxes. 9. Click the drop down box in the status bar to change the units to kip-in. Kip-in 30 10. From the Define menu select Materials. to display the Define Materials dialog box. 11. Click on CONC in the Materials area to highlight select it and then click the Modify Show Material button. The Material Property Data dialog box is displayed. 12. In this dialog box Verify 3600 is entered in the Modulus of Elasticity edit box. Verify .2 is entered in the Poisson s Ratio edit box. Verify 60 is entered in the

TÀI LIỆU LIÊN QUAN
16    163    6
15    120    1
16    117    1
16    144    0
16    137    0
16    106    1
16    106    1
16    141    0
16    108    0
16    108    0
TÀI LIỆU XEM NHIỀU
8    460419    49
14    14360    41
13    9546    496
3    8408    104
14    8112    424
16    7016    404
8    6969    2163
249    6119    1007
17    4814    198
7    4760    3
TỪ KHÓA LIÊN QUAN
TÀI LIỆU MỚI ĐĂNG
351    161    0    07-06-2023
34    174    2    07-06-2023
7    152    0    07-06-2023
8    210    1    07-06-2023
10    152    0    07-06-2023
17    155    0    07-06-2023
16    160    4    07-06-2023
8    179    0    07-06-2023
7    188    2    07-06-2023
6    136    0    07-06-2023
TÀI LIỆU HOT
8    6969    2163
112    2596    1126
249    6119    1007
561    2032    580
152    2338    566
62    2314    566
13    9546    496
122    2723    491
35    2986    441
14    8112    424
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.