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S E C T I O N Version 4.6 Section Property program Copyright (C) 1988-2008 StruProg AB Project: Project Identification: Identification Page: 1/1 Date: 22.07.2010 Time: 8:28 File: new file INPUT : Profile Type: BF 160x8 Material: Steel Profile data: h = 160.0 mm tw = 8.0 mm c = 22.0 mm r = 6.0 mm b = 27.3 mm tf = 17.6 mm ey = 6.9 mm ez = 94.9 mm OUTPUT : Weight: 12.7 kg/m Perimeter area: 0.366 m2/m Area: Ax = 1.620E+3 mm2 Ay = 4.809E+2 mm2 Az = 1.139E+3 mm2 Moment of Inertia: Iy = 4.101E+6 mm4 Iz = 6.743E+4 mm4 Section modulus (min) Wey = 4.320E+4 mm3 Wez = 3.300E+3 mm3 St Venant Torsional Constant: Ix = 5.351E+4 mm4 Z Y b h
description
Hp section
Transcript of Section
S E C T I O NVersion 4.6Section Property programCopyright (C) 1988-2008 StruProg AB
Project: Project
Identification: Identification
Page:1/1
Date: 22.07.2010Time: 8:28
File: new file
INPUT:
Profile Type: BF 160x8Material: Steel
Profile data: h = 160.0 mmtw = 8.0 mmc = 22.0 mmr = 6.0 mmb = 27.3 mmtf = 17.6 mmey = 6.9 mmez = 94.9 mm
OUTPUT:
Weight: 12.7 kg/mPerimeter area: 0.366 m2/m
Area: Ax = 1.620E+3 mm2 Ay = 4.809E+2 mm2Az = 1.139E+3 mm2
Moment of Inertia: Iy = 4.101E+6 mm4 Iz = 6.743E+4 mm4
Section modulus (min) Wey = 4.320E+4 mm3 Wez = 3.300E+3 mm3
St Venant Torsional Constant: Ix = 5.351E+4 mm4
Z
Y
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h
