Loading...
Language selection: Ελληνικά English

Login

Forgot my password

 



FLYER


TECHNICAL FLYER


MANUAL - INDEX


MANUAL - VIDEO

LIBRARY OF COLUMNS

Software Oplismos is a very effective tool for detailing of Reinforced Concrete Columns.

Using software Oplismos, a wide range of reinforced concrete column sections, typical and random shaped sections, Box shaped sections, Ring shaped sections etc., has been configured, according to the European detailing standard and regulations, as well as the structural design practices.

The columns of Oplismos Library, are grouped into categories, based on shape, dimensions, required reinforcement, loading combinations, special cases of loads etc.

The columns detailing sections, are displayed in a layout view, below the group header, with the section's dimensions, the bars diameter, the accurate bar placements, the spacing between them, the number and the type number of bars, as well as the stirrups' instructional figures, the spacing between them, the type number and their number per meter.

The Oplismos Library's Columns detailing sections, are created to support our company's structural projects, and consists of reinforced columns for residential buildings , office buildings, industrial buildings, public buildings, theatres, stadiums etc., as well as for technical structures such as bridges.

The Dropbox application is the easy way, either to transfer directly, the files between the Oplismos Library's Columns and PC's hard disk (Direct Download) in .pdf format, or to store Oplismos files to the user's Dropbox folder (Save to my Dropbox).

The versions "Oplismos Advanced" and "Demo Oplismos", contain the Oplismos Library's Columns file and gives the user, the ability to process the including columns' sections as well as to "borrow" and copy those members to another project and process them in any way he sees fit.

Noticed that the user is able to create library files containing selected members (e.g. wall library, beam library etc.) that can be used in specific projects. There is no limit to the amount of the members including in Libraries as well as the amount of Libraries they can be created and the Library's members sections will be sorted, automatically by software Oplismos(See Oplismos Manual, Chapter 11).

 

  Columns - Walls of a Rectangular shaped cross section

25/H
  C 25/25÷25/60 C 25/70÷25/140 W 25/180÷25/350 W 25/400
 
30/H C 30/30÷30/70 C,W 30/80÷30/150 W 30/180÷30/300 W 30/350÷30/450
W 30/500
35/H  C 35/35÷35/80  C,W 35/90÷35/200 W 35/250÷35/350
W 35/400  W 35/500
40/H C 40/40÷40/70
 C,W 40/80÷40/150 W 40/180÷40/350 W 40/400÷40/450
W 40/500
50/H  C 50/50÷50/90   C,W 50/100÷50/150   W 50/180÷50/300    
60/H C 60/60÷60/90
 C,W 60/100÷60/140 W 60/150÷60/250
   
70/H  C 70/70÷70/90  C 70/100÷70/140  W 70/150÷70/250    
80/H C 80/80÷80/100
 C 80/120÷80/140  C,W 80/150÷80/250  W 80/300÷80/300  
90/H C 90/90÷90/120  C,W 90/140÷90/120 W 90/200÷90/300
   
100/H C,W 100/150÷100/300
       
120/H  C 120/120        
150/H C 150/150÷150/200  
     

 

   Walls of a Gamma shaped cross section

B/D/25/25
  W 150/150/25/25
W 200/200/25/25 3 Solutions



B/D/30/30 W 150/50/30/30
W 150/150/30/30
W 200/200/30/30

W 250/250/30/30 2 Solutions

B/D/35/35 W 150/150/35/35
W 200/200/35/35

W 250/250/35/35 2 Solutions
B/D/40/40 W 200/60/40/30
W 200/200/40/40
 W 250/250/40/40
W 300/300/40/40
W 300/300/40/40 2 Solutions
B/D/60/35 W 300/60/60/35
W 380/95/60/30

 
 
B/D/70/35 W 500/60/70/35
W 130/300/70/100

 


 

  Walls of a T - shaped cross section

B/D/25/25
  W 200/50/26/25,  W 150/125/25/25,   W 200/150/25/25 2 Λύσεις,   W 250/150/25/25 2 Solutions
B/D/30/30
W 60/350/26/30,   W 200/150/30/30,   W 250/50/30/30,
W 250/150/30/30 2 Solutions,   W 300/200/30/30

B/D/35/35 W 200/150/35/35,   W 250/150/35/35,   W 300/200/35/35 3 Solutions
B/D/40/40 W 250/150/40/40,   W 100/450/50/100,  W 300/200/40/40
B/D/60/35 W 250/60/60/35,   W 300/60/60/35,   W 450/70/70/35,    W 500/70/80/40 2 Solutions
B/D/80/70
B/D/90/70
W 280/130/80/70,   W 190/300/80/100,   W 280/130/90/70,   W 230/300/90/100


  Walls of a Double T - shaped cross section

B1/D/B3/25
B1/D/B3/30
  W 250/150/250/25,  W 250/210/250/30

B1/D/B3/35
B1/D/B3/40
W 300/320/300/35,   W 340/400/340/40

B1/D/B3/35
B1/D/B3/40
B1/D/B3/60
W 590/450/590/40,   W 60/350/60/60,   W 50/400/50/35
B1/D/B3/40
B1/D/B3/80
W 50/480/50/40,   W 80/580/80/80
B1/D/B3/60 W 620/710/620/60



  Walls of a Symmetrical Π - shaped cross section

B/D/25/25
B/D/30/30
  W 250/50/25/25,   W 250/150/30/30

B/D/30/30
B/D/35/35
W 300/200/30/30,   W 300/200/35/35

B/D/35/35
B/D/30/40

W 410/230/35/35,   W 410/230/30/40
B/D/B1/B2/D1 W 470/60/70/70/35,    W 735/60/60/95/30


  Walls of a Closed Symmetrical Π - shaped cross section

B/D/25/25/B2/D2
  W 300/250/25/25/50/25,    W 300/250/25/25/50/25
B/D/30/30/B2/D2 W 300/250/30/30/50/30,   W 350/250/30/30/50/30 1st Solution

B/D/30/30/B2/D2
W 350/250/30/30/50/30 2nd + 3rd Solution
B/D/30/30/B2/D2
B/D/35/35/B2/D2
W 350/250/30/30/50/30 4th Solution,   W 350/250/35/35/60/35 1st Solution
B/D/35/D1/B2/D2 W 350/250/35/35/60/35 2nd + 3rd Solution
B/D/35/35/B2/D2 W 350/250/35/35/60/35 4th + 5th Solution
B/D/40/40/B2/D2 W 350/250/40/40/80/40 1st + 2nd Solution
B/D/40/40/B2/D2 W 350/250/40/40/80/40 3rd + 4th Solution

  Columns - Walls of a Double Π - shaped cross section

B/D/B1/D1    W 300/50/30/30,    W 530/400/30/30
B/D/B1/D1 W 960/60/60/30,    W 695/395/45/45


  Columns - Walls of a Z - shaped cross section

B1/D/B2/D1    W 50/200/50/25 3 Solutions,   W 70/200/70/40 3 Solutions
B1/D/B2/D1 W 100/200/100/30 1st + 2nd Solution
B1/D/B2/D1 W 100/200/100/30 3rd + 4th Solution
B1/D/B2/D1 W 100/200/100/30 5th + 6th Solution
B1/D/B2/D1 W 150/200/150/35 1st + 2nd Solution


  Columns of a Triangular shaped cross section

α/β/γ    C 60/60/60,    C 80/80/80
α/β/γ C 100/100/100,    C 120/120/120


  Columns of a Circular shaped cross section

D    C 60,   C 80,   C 100
D C 120 2 Solutions
D C 150 2 Solutions


  Columns of a Ring shaped cross section

D1/D2
  C 120/70,   C 150/90


  Walls of a Cross shaped cross section

B/B1/D/D1   W 200/85/200/85,    W 250/100/250/100
B/B1/D/D1 W 200/75/200/75,   W 200/70/200/70
B/B1/D/D1 W 250/95/250/95
B/B1/D/D1 W 350/150/65/20,   W 300/120/70/22
B/B1/D/D1 W 450/150/55/15,   W 450/150/55/15


  Walls of a Box shaped cross section

B/B1/D/D1   W 150/25/150/25,   W 200/25/200/25
B/B1/D/D1 W 250/25/250/25
B/B1/D/D1 W 200/30/200/30,   W 250/30/250/30
B/B1/D/D1 W 200/35/200/35,   W 250/40/250/40
B/B1/D/D1 W 300/40/300/40,   W 350/40/350/40
B/B1/D/D1 W 400/50/400/50


  Walls of a Strengthened Box shaped cross section

B/B1/B2/D/D1/D2  W 200/30/30/200/30/30,   W 250/30/30/250/30/30
B/B1/B2/D/D1/D2 W 200/35/35/200/35/35,   W 250/35/35/250/35/35
B/B1/B2/D/D1/D2 W 250/40/40/250/40/40,   W 300/40/40/300/40/40
B/B1/B2/D/D1/D2 W 350/50/50/350/50/50,   W 400/50/50/400/50/50 1st Solution
B/B1/B2/D/D1/D2 W 400/50/50/400/50/50 2nd + 3rd Solution


  Columns of a Regular Polygon shaped cross section

α/R   C 40/120° ,    C 60/120°,    C 80/120°


  Walls of a Generic shaped cross section

B/D/B1/D1  W 395/195/25/30,   W 470/125/25/25
 B/D/B1/D1 W 253/555/30/30
 B/D/B1/D1 W 290/520/25/25
 B/D/B1/D1 W 495/400/35/35
 B/D/B1/D1 W 710/385/40/40

of a Double T - shaped

 
© Copyright 2013 - 2019 OPLISMOS | Civil engineering bureau: Takis Koumoulos, Dimitra Koumoulou, George Koumoulos & Associates - Patras