Design User Defined Column

 

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The model is a simple one member column, loaded with an axial load and moment; the column has the following cross-section:

 

The example shows how to -

  • create the section in the CROSEC section generator
  • copy the section to STRAP
  • arrange the column reinforcement temple (corner bars and groups) in the concrete design module.

The section will be imported into the program from a DXF file.  Please download the file  from www.goo.gl/5dWnu  (note the upper-case "W")

tip_1_dr1

 

Geometry - general

  • click the NEW_MOD new model icon
  • select RAD___95 Space Frame and click ic_userd
  • rotate the model to the X1-X3 plane:
  • click the icb_rotd Dynamic rotate icon
  • click the  button
  • click 

  • click ic_ge_no in the side menu and define the following two nodes:
  • X1=0 ; X2=0 ; X3=0
  • X1=0 ; X2=0 ; X3=5
  • click ic_ge_be and define a beam connecting the two nodes.
  • click ic_ge_re and define the following supports at the two nodes:
  • Bottom node: ic_rl_fi
  • Top node:  restrain the node against horizontal movement and allow vertical deflection: select ic_rl_ot
    and -

tip_1_rstr                                                             tip_1_g1

The defined geometry is displayed as:

 

 

Geometry - section

 

The section is defined in the CROSEC section  generator program:

  • select File in the menu bar and "Section generator" in the menu:
 

There are three ways to define a section in CROSEC:

  • define the lines
  • select a standard section from the library
  • import a DXF format file
 

We will use the third option.

If you have not downloaded the DXF file as explained at the beginning of this example, please do so now.

tip_1_g2

 

  • select File in the menu bar and "Import DXF file" in the menu (or click tip_1_cr3 in the icon bar):
  • select the file (in the folder where you saved the file) and click .

 

tip_1_cr2

  • Select the layers to import:

tip_1_cr1

 

  • the program displays the section.  Select -

tip_1_cr6

to display the section properties:

  • copy the section to the computer's "clipboard";
    select 

 

 

tip_1_cr5

  • select File in the menu bar and "Exit" in the menu

tip_1_cr4

 

Geometry - continued ...

  • click ic_ge_be and then select ic_bm_pr in the side menu.
  • click and highlight the first row in the table ("- Not used -") and click .

tip_1_g3

  • check the section orientation and material:

tip_1_g4

  • click icb_rend to display the rendered drawing:
  • click tab_loads in the tab bar.

tip_1_dr2

 

Loads

 

Define joint loads at the top of the column:

  • click ic_ld_nw in the side menu and enter a title.
  • click ic_ld_jl in the side menu and define the following axial load and moment:

 

tip_1_ld1

  • click ic_ld_ec and ic_ld_so
  • click the tab_conc tab

 

Concrete design module

 

  • click ic_cn_cl
  • click IC_CO_DF
  • click  and click  .
  • click IC_CO_DE and specify various design parameters - design code, concrete type, reinforcement grade, cover, etc.

 

To arrange the reinforcement template for the solid section:

  • click IC_CO_PR
  • click  
  • The program displays the default reinforcement arrangement:
    • a "corner bar" and every perimeter corner
    • a reinforcement line between every pair of adjacent corner bars:

tip_1_cpp1

 

The following changes will be made:

  • lines 8 to 15 will be deleted as the corner bars along the arc are sufficient.
  • the following symmetric line pairs will be specified as identical:  7-16, 3-5 and 2-6.
  • click : highlight line 8 and click the mouse.  Repeat for line 9 to 15
  • click :click on line 7 and then on line 16; line 16 is renumbered "7".  Repeat for lines 3-5 and 2-6.

 

 

 

When completed the section should appear as:

 

tip_1_cpp2

  • click
  • click
  • click IC_CO_CO in the side menu; the column result summary is displayed.
     
     
  • to display the detailed results, right-click on the column:

 

tip_1_cpp3

 

and select RAD___95 Design combination only

 

tip_1_cpp4

 

  • Finally, you may modify the diameter of quantity of bars in any reinforcement group:

 

tip_1_cpp5

and select the column.  The program displays the following screen:

 

tip_1_cpp6

 

Note:

The "solid section"option can also be used to calculate a beam with any section by defining it as a "column".  However it is the user's responsibility to ensure that all Code requirements for beams are satisfied.