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Autodesk® Robot™ Structural Analysis Professional - PDF Drive
The most of the examples have been taken from handbooks that include benchmark tests covering fundamental types of behaviour encountered in structural analysis. Benchmark results signed as Handbook are recalled, and compared with results of Autodesk Robot Structural Analysis Professional signed further as Robot. Each example contains the following parts: - title of the problem - specification of the problem - Robot solution of the problem - outputs with calculation results and calculation notes - comparison between Robot results and exact solution - conclusions.
Classification of sections for local buckling - B. Design of members for compression - E 4. Compressive strength for flexural buckling of members without slender elements - E3 5. Compressive strength for torsional and flexural-torsional buckling of members without slender elements - E4 6. Single-angle compression members - E5 7. Members with slender elements - E7 8.
Design of members for flexure - F 9. Doubly symmetric compact I-shaped members analysid channels bent about their major axis F2 Doubly symmetric i-shaped members with compact webs and noncompact autodesk robot structural analysis professional 2014 tutorial pdf free slender flanges bent about their major axis - f3 Other I-shaped members with compact or noncompact webs bent about their major - F4 Doubly symmetric and singly symmetric i-shaped members with slender webs bent about their major axis - F5 I-shaped members здесь channels bent about their minor axis - F6 Square and rectangular hss and box-shaped members - F7 Round HSS - F8 Tees and double angles loaded in the plane of symmetry - F9 Single angles - F10 Rectangular bars and rounds - F11 Unsymmetrical shapes - F Design of professiknal for shear - G Members with unstiffened or stiffened webs - G.
Press OK. Pick Load combinations from combo box. It opens Save Job Preferences dialog box. Type a new name e. The new name appears in the combo-box. Press OK button. It opens proper Editor of code combination regulations smite windows download box. In Robot program you must always manually specify: 1.
Here you can choose only tutirial method. Select earlier prepared job preferences as defined in Section A. By pressing OK button you accept chosen job preferences for a current task. Here, you can prepare load combination for both calculation method for further roboy for member verification. Autodesk robot structural analysis professional 2014 tutorial pdf free the design member is 30 feet long, is pinned top and bottom in both axes, and is laterally braced about the z-z axis and torsionally braced at the midpoint.
Verify the strength of defined compression member. It can be set in Member type combo-box. Pre-defined type of member simple bar may be initially opened.
Type a new name in the Member type editable field. Change profesional to meet initial data requirements of the structure. In this particular compression case define buckling z-z parameters. Click second to last icon. Save the newly-created member type, e.
It is dpf important when you verify different member autodsk. Now, start calculations by pressing Calculations button. You can obtain Simplified results printout or Detailed results printout. It depends on which tab is active. The printout autodesk robot structural analysis professional 2014 tutorial pdf free view of Simplified results is presented below. Tuhorial results are presented below. Calculations and results are robof instantly.
The results for new selected section are presented below. The beam is braced driver audio windows 10 the ends and center point. The nominal loads are a uniform dead load of 0. For choosen member type, press the Parameters button on Members tab.
Then change parameters to meet initial data requirements of the structure. To define Lateral buckling length coefficient for this structure case, press Upper flange icon. Click the last professionap Intermediate bracings. In Lateral buckling- upper flange tab, - lower flange tab and Buckling Z tab define internal support in the middle of the member by typing value 0. Simplified results tab Detailed results tab Pressing the Calc.
The printout note view of Simplified results for ASD is presented below. The unbraced length is 14 ft and the member has pinned ends. Then, change parameters to meet initial data requirements of the structure. In this particular load case switch off Flexural-torsional buckling of monosymetric sections. Tutoorial of the member must be assigned to appropriate name of Member type very importent when you verify different member types.
Now, start verifications by pressing Calculations button. Salmon and John E. The member is assumed pinned at top and bottom and in addition has weak direction support at mid high. Use Allowable Stress Design. Type a new name Column 1 structuural the Member Type editable field. Then, press Buckling Length coefficient Z icon and select the last icon. The new dialog box Internal bracing will appear. Define internal support in the middle of the member by typing value 0. Save tutprial newly-created type of member.
Now, start the calculations by pressing Calculation autodesk robot structural analysis professional 2014 tutorial pdf free. Member Verification dialog box with нажмите чтобы перейти significant results data will appear on screen.
The results for the shape are presented below. Autodesk robot structural analysis professional 2014 tutorial pdf free results for selected section are tutorizl below. Lateral support is provided at the vertical supports, concentrated load points, and at the end of the cantilever.
The kip load at point 2 contains 6 kips dead load anwlysis the Use A36 steel and Allowable Steel Design. For analyzed member pre-defined type of member BEAM may be initially opened. For defining appropriate values of lateral buckling parameters choose the icon Cb that opens Parameter Cb dialog box and double-click the second icon Moments at the ends.
Now, start the calculations by pressing Calculations button. Allowable service load axial stress F bcz [ ksi ] For the first segment 1. The steel is A Grade Type a new name Column1 in the Member Type editable field. For defining appropriate values of Cm coefficients coefficient applied to analysid term in interaction equationpress More button. Choose the icon for Cmy and double-click the second icon Cmy calculated automatically in Parameter Cm tuhorial box. Repeat the same action for Cmz. The member is loaded to cause bending about its weak axis and anlaysis is A Grade.
For analysed member pre-defined type of member BEAM may be initially opened. Type a new name Beam 1 in the Member Type editable field. The joints are rigid to give frame action in the plane structjral bending, but посетить страницу the transverse direction sway 201 is provided and the attachments жмите сюда be considered hinged.
Use A36 steel and Allowable Stress Design. Solve for the following two cases: 1. Braced frame in the plane of bending. Unbraced frame in the plane of bending.
Type 1 2 in Bar List editable field. Then, define a new type of member. It can be set in Member Type combo-box. Type a new name Braced in the Member Type editable field. Next, press Buckling Length coefficient Z icon and select the ppdf icon. Repeat the same action for Lower flange. Robof for the autodesk robot structural analysis professional 2014 tutorial pdf free frame Using previously defined member type Braced create the new set of parameters for unbraced frame.
Type a new name Unbraced in the Member Type editable field. Define the new value of Buckling Length coefficient Y by typing value 1. Make the calculations for analtsis 3. For this unbraced frame the stability requirement roobot. Thus if a small overstress is acceptable for the unbraced frame, the same W21x44 could be used whether the frame is braced or unbraced. Allowable service load axial stress F a [ ksi ] 2.
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