SOLEI TINH COT PHAN NGAM

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SOLEI TINH COT PHAN NGAM

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SOLEI TINH COT PHAN NGAMGeneral column design by PROKON. (GcaCol Ver W3.0.12 -12 Dec 2016)Design code : Eiuocode 2 - 2004General design parameters:Given:1 = 3.200 mfek = 44 M

Pafy = 490 MPaAc = 4866469 mm-Assumptions:-1The general conditions of clause 5.8.8.2 are applicable.-2The specified design axial loads include the sel SOLEI TINH COT PHAN NGAM

f-weight of the column.-3The design axial loads are taken constant over the height of the column.Design approach:The column IS designed using the foll

SOLEI TINH COT PHAN NGAM

owing procedure:-1The column design charts are constructed.-2The design axis and design ultimate moment are determined .-3The design axial force and m

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SOLEI TINH COT PHAN NGAMe yielding the lowest safety factor about tire design axisThrough inspection: Load case 9 is cr itical.Check column slenderness:End fixity and bracing

for bending about the Design axis: The column is unbraced.Effective length factor B = 0.75Effective column height:= .75x3.2= 2.400 inColumn slenderne SOLEI TINH COT PHAN NGAM

ss about weakest axis:S«Ỉ>W9 Ccmatónts (Pty) tro Interne! tinpSAwwfxaiioncom E4fti.ự mađiQixokao cornJob Na'ftber1 SheerJob TtO9C^nt(Met by|Chw*eơỉ>yl

SOLEI TINH COT PHAN NGAM

£>aro_ỉứ. IIICK_SỈ - r 2.1 .63655 = 3.770 Minimum .Moments lor Design: Check for minhiiun eccentricity: Check that the eccentricity exceeds the minimu

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SOLEI TINH COT PHAN NGAM 733.X80 kNm Check if the column is slender: = S6694.3 kN5.2(7) 5-2(7) 6.1 60 .Ĩ./Ì..Ĩ.Ỉ

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