Figure 58 Set View Options formPart I – Steel Building ExampleStep 12 Design the Composite Beams 59F. K. Click the drop-down list that reads “One Story” at the bottom
right of the Main window, which is shown in Figure 5. Check the Apply to All Windows check box and click the OK
button to accept the changes.
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Review the information. Click on the Loads node and then on the Applied Loads node to
expose the Shell loads – Uniform leaf. Click the Close button to exit the Wind Pressure Coefficients
form. The
Properties of Object form for columns shown in Fig-ure 12 will
display “docked” in the lower left-hand official source of the pro-gram.
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This removes the auto select section list
assignments from the composite beam members and replaces them with
their cur-rent design sections. F. Step 1 Begin a New ModelIn this Step, the story height read this article girds are set. Press and hold the Shift key
on your key-board and then click once on the W18X175 section. Select AISC360-10 from the Steel Design Code drop-down list
on the Model Initialization form.
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Creation of models has never been easier – intuitive drawing commands allow for the rapid generation of floor and elevation framing. Select the
Expo-sure from Frame and Shell Objects option. Make sure the Elevation View is active and then click the
Display menu Undeformed Shape command or the Show Undeformed
Shape button, , to clear the display of the moment diagrams in the
Elevation View. Note that the Cladding load is being applied
to the perimeter beams and not to the deck. Type 6.
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The
Frame Section Property Data form will display; the sections
included in the A-LatCol auto select section list are listed in the
Auto Select List area of the form. Click the OK button. Note that you can
print this information using the Print Report button on the menu
bar. exe is the frequent file name to indicate the ETABS 2013 installer. The Beam Information form shown in
Figure 67 displays. Type AUTOLATBM in the Property Name edit box.
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Click the Assign menu Clear Display of Assigns command
to clear the display of the wind pressure coefficient
assignments. Click the OK button on the New Model Quick Templates to
display the model. Then click the Edit menu Undo Shell Add
com-mand. Click the Set Plan
View button and select Story4 from the Select Plan View form.
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The table shown in
Fig-ure 49 is displayed along the bottom of the program window. Each step of the model creation process is
identified, and various model construction techniques are
introduced. Verify that the Relative Distance from I-End option is
selected – this allows ratios to be used for specifying the bracing
locations.
làm sao mà giải nén đây 🙁sao mình không dowloand etabs được vậycảm ơn bạn về bản etabs này nha see here sử dụng dc có 1 năm à bạn ơi nghiên cứu crack vĩnh viễn lun đibạn gửi cho mình file crack được không, file lscgen. 16. C.
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Click the Define menu Load Patterns command to access
the De-fine Load Patterns form shown in Figure 31. To
change the units once initialized, click the Options menu
Display Units command. G. Confirm that the local 3
axes for those elements are pointing in the positive global X
direction. Similar to composite beam design (described in Step 12), in the
ini-tial analysis, the program used the median section by weight
from the AUTOLATBM and A-LatCol auto select section lists for the
analysis. B.
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Click 5Click 2Click 3Click 4Click 1Click 6,Enter KeyFigure 40 Developed elevation draw modeIntroductory Tutorial42 Step 7 Define a Developed ElevationD. . This option removes in-plane diaphragm
deformations. 2. Click the Draw menu Draw Developed Elevation Definition
command. ) in the model will be associated with
one, and only one, tower.
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I. . com/cross-section-analysis-des. L. Those
ar-rows indicate the local axes directions.
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Note that the Current Design/Next Analysis section is reported
as W12X14 and the Last Analysis section is reported as W14X30. .