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Limcon
Çelik Birleşimlerin Sınır Durum Analiz ve Kontrolleri
Broşür
Resim Galerisi
Birleşim Tipleri
Deneme sürümü

Limcon, çelik elemanların birleşimlerini tasarlar.

Limcon'un Özellikleri:

  • ASD, LRFD, AS4100, BS5950 kodlarına göre birleşim kontrolleri
  • Kesme, moment, HSS birleşimleri
  • AISC çoklu-sıra moment uç plaka birleşimleri
  • Cıvata ve kaynaklı birleşimler
  • Birleşimlerin 3 boyutlu gösterimleri
  • DXF çizim çıktıları

 

 



 

Basit (Kesme) Birleşimleri

WSP
Single Plate / Fin Plate / Web Side Plate
OneSteel Web Side Plate
FEP
Flexible End Plate
ACLT
Angle Cleat
BAS
Bolted Angle Seat
WAS
Welded Angle Seat
BPAD
Bearing Pad

Moment Birleşimleri

WBC

Welded Beam-Column
Beam on one or both sides of column. With or without stiffeners or column web doubler plate.

BMEP
A
Bolted Moment End Plate
Beam on one or both sides of column. With or without stiffeners or column web doubler plate.
BMEP
B
Bolted Moment End Plate
Beam on one or both sides of column. With or without stiffeners or column web doubler plate.
BMEP
C
Bolted Moment End Plate
Matching mitred end plates or apex connection in rigid frame.
HBEP
Haunched Beam End Plate
Rafter horizontal or inclined. Beam on one or both sides of column. With or without stiffeners or column web doubler plate.
MEPC
Flush Multiple Row Moment End Plate
One or two rows of bolts inside tension flange. Available for restricted range of I sections.
MEPC
Extended Multiple Row Moment End Plate
One, two, or three rows of bolts inside tension flange.
TMEP
4
Moment End Plate Connections for RHS/SHS
For compact RHS or SHS only.
TMEP
8
Moment End Plate Connections for RHS/SHS
For compact RHS or SHS only.

Eklemeler

BSPL
Bolted Splice
Allocation of bending moment between flanges and web determined by analysis method, either elastic, plastic, or simplified.
WSPL

Welded Splice
Allocation of bending moment between flanges and web determined by analysis method, either elastic, plastic, or simplified.

Diğer Birleşimler

SEAT
Stiff Seat
End or internal support. With or without seat plate. With or without stiffeners.
BRAC
Bracing Cleat
Bracing member may be single or double angle, rod, flattened CHS, hollow section with cleat or tee plate, or rolled section.
BASE
Base Plate
Pinned connection. Member may be rolled or hollow section.
BGP
Bolt Group
Rectangular array of bolts in gusset of specified grade and thickness.
WGP
Weld Groups
Many different configurations of fillet weld with in-plane and out of plane loading.

Hollow Structural Section (HSS) Connections

TCAP
Cap Plate
Pinned connection. Design for tension.
KNEE
Mitred Knee
For RHS or SHS with width of both members the same. With or without stiffening plate.
TYT
Y/T Connection
Chord may be RHS, SHS, CHS, or rolled section; brace may be RHS, SHS or CHS.
TX
X Connection
Chord may be RHS, SHS, CHS, or rolled section; brace may be RHS, SHS or CHS.
TKNG
K/N Gap Connection
Chord may be RHS, SHS, CHS, or rolled section; brace may be RHS, SHS or CHS.
TKNO
K/N Overlap Connection
Chord may be RHS, SHS, CHS, or rolled section; brace may be RHS, SHS or CHS.