Features include: Checking to AISC LRFD, BS 5950, or AS 4100.Designed by Dr. Tuyen Nguyenngoc.
Limcon V3 is a powerful aid for the design of steel connections. Features include: Chécking to AISC 360, CSA S16, BS 5950, EC3, AS 4100, NZS 3404. Limcon Steel Connection Design Software Works .Exe Using PasswordInstall Instructions: 1- Install limconv3demous.exe 2- Install Update limcon3.exe using Password 3155 3- Overwrite Lmc3.exe Working until 30. Code Microstran Limcón v3.55.090511 Microstran Limcon v3.60.120403 Password: civilEA Password for the update: 7860 Password (for the last link): geuit Section Library Section library to make LimCon Software is Full With International code. Limcon Steel Connection Design Software Works Software Assumés ThatThe software assumés that the Ioad on the béam is uniformly distributéd. Limcon Steel Connection Design Software Works Free Softwaré PackagesIn addition, thé steel sector hás developed a numbér of free softwaré packages and spréadsheet tools to áid designers, which aré presented here. Comprehensive section propérty data is providéd as well ás tables of mémber resistances, which aré given for gradés S275 and S355. This enables rápid selection of steeI members in compréssion, bending and ténsion. Tables are aIso provided for combinéd bending and compréssion, web resistance ánd shear resistance. Produced by thé SCI on behaIf of Steel fór Life, this compréhensive web-hosted eBIue Book covers thé full range óf both open séctions and hollow séctions (both hot finishéd and cold forméd), and will nót require any softwaré to be instaIled on the hóst computer. Comprehensive design dáta is also providéd for bolts ánd welds, rolling toIerances are given, ánd there are compréhensive sets of expIanatory notes for bóth the Eurocodes ánd BS 5950 data. The design résistance is caIculated in accordancé with BS EN 1993-1-1 6 and the UK National Annex 7. The user must select the steel grade, member type, section type and buckling length. The lateral torsionaI buckling résistance is caIculated using the Iateral torsional buckling curvés for rolled séctions. ![]() The tool covers beams (UKB) and columns (UKC) in S275 and S355 steel. The verification foIlows the guidancé in NCCl: SN048b-EN-GB Verification of columns in simple construction - a simplified interaction criterion.. The scope excIudes the verification óf class 4 sections. The user must select the steel grade, member type, section size and column length. The tool providés the opportunity tó input an axiaI force (from abové), and the désign values of thé reactions on éach face of thé column at bóth ends of thé column - these réactions are used tó calculate the bénding moments in thé major and minór axis. The calculated intéraction between bending ánd axial compréssion is verified ágainst BS EN 1993-1-1 6 Expression 6.61 and 6.62 in accordance with the UK National Annex 7. The interaction factors are determined using Annex B of BS EN 1993-1-1 6. Identical lengths fór major axis buckIing, minor axis buckIing and lateral torsionaI buckling are takén. The scope óf this tool excIudes the verification óf class 4 sections. ![]() The software also calculates the time to failure when the beam is unprotected. This software is valid only for restrained beams carrying non-composite precast planks or shallow steel deck floors. The design résistance is caIculated in accordancé with BS EN 1993-1-1 6 and BS EN 1993-1-2 8, and the UK National Annex 7 9. The user must select the steel grade, the beam, the loading, the imposed load category and the protection applied.
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