system variables definition (au)
DESCRIPTION
cscTRANSCRIPT
openvbl("c:\temp\variable
CSC (UK) LtdYeadon House, New StreetPudsey, Leeds. W YorksTel: 0113 2393000 Fax: 0113 2553917Project
Job Ref.
Section
Sheet no./rev. 1
Calc. byIBDate
22/01/20086Chckd by Date App'd by Date
openvbl("c:\temp\variable.sys") = 1.000;
Logic variables
True = 1
;NEW VERSION 5.0
False = 0
;NEW VERSION 5.0
Yes = 1
;NEW VERSION 5.0
No = 0
;NEW VERSION 5.0
On = 1
;NEW VERSION 5.0
Off = 0
;NEW VERSION 5.0
Show = 1
;NEW VERSION 5.0
Hide = 0
;NEW VERSION 5.0
Discard = 0
;NEW VERSION 5.0
Append = 1
;NEW VERSION 5.0
Replace = 2
;NEW VERSION 5.0
base system variables;
3.1415926536;
pi = 3.1415926536;
ee = 2.71828182845;
gacc = 9.80665 m/s2
; ALTERED VERSION 4.1
Datalist variables
steel_section_dlist = "euro.dls"
steel_section_dlist_euro_si = "Perwaja_EuroECsi.dls";New version 11.02
bars_nooff_dlist = "bars.dls"
bars_byarea_dlist = "bars2.dls"
bars_shearlinks_dlist = "bars3.dls"
mesh_dlist = "mesh.dls"
au_steel_section_dlist = auall.dls
;NEW VERSION 4.2 AU, ALTERED 7.0
au_open_steel_section_dlist = auopen.dls
;NEW VERSION 4.2 AU, ALTERED 7.0
au_holl_steel_section_dlist = auhollow.dls
;NEW VERSION 4.2 AU, ALTERED 7.0
steel_section_dlist_si = "aiscsilrfd3.dls"
; NEW VERSION 4.1, ALTERED 7.0
steel_section_dlist_us = "aiscuslrfd3.dls"
; NEW VERSION 4.1, ALTERED 7.0
steel_section_dlist_si_asd = "aiscUSsi.dls"
; NEW VERSION 7.0, ALTERED 10.0
steel_section_dlist_us_asd = "aiscUSus.dls"; NEW VERSION 7.0, ALTERED 10.0
timber_section_dlist_us = "timberus.dls"
; NEW VERSION 4.1
timber_section_dlist_si = "timbersi.dls"
; NEW VERSION 4.1
ca_steel_section_dlist = caciscsi.dls
;NEW VERSION 4.2 CA
timber_section_dlist = "timber.dls"
timber_grade_dlist = timber3.dls
;NEW VERSION 7.0
pipes_dlist = "pipes.dls"
Water
water@10 = 1.31 * 10-6 m2/sec
water@4 = 1000 kg/m3Steel
S = 0.30
S = 12 *10-6 C-1BS5950
S5950 = 7850 kg/m3
; ALTERED VERSION 4.1
ES5950 = 205 kN/mm2 GS5950 = 78.8 kN/mm2 KS5950 = 170.8 kN/mm2EC3
SEC3 = 7850 kg/m3 ESEC3 = 210 kN/mm2 GSEC3 = 80.8 kN/mm2 KSEC3 = 175 kN/mm2BS5400
S5400 = 7850 kg/m3
; ALTERED VERSION 4.1
ES5400 = 205 kN/mm2 GS5400 = 80 kN/mm2LRFD
ESLRFD = 29000 ksi
; NEW VERSION 4.1
GLRFD = 11200 ksi
; NEW VERSION 4.1
SLRFD = 490 lbf/ft3
; NEW VERSION 4.1
ASD
ESASD = 29000 ksi
; NEW VERSION 4.1
GASD = 11200 ksi
; NEW VERSION 4.1
SASD = 490 lbf/ft3
; NEW VERSION 4.1
AS4100
ES4100 = 200 * 103 MPa
; NEW VERSION 4.2 AU
GS4100 = 80 * 103 MPa
; NEW VERSION 4.2 AU
S4100 = 7850 kg/m3
; NEW VERSION 4.2 AU
T4100 = 11.7 * 10-6 C-1
; NEW VERSION 4.2 AU
S4100 = 0.25
; NEW VERSION 4.2 AU
S4100 = 0.25
; NEW VERSION 11.0 AU
CAN/CSA S16.1-94
ES161 = 200 * 103 MPa
; NEW VERSION 4.2 CA
GS161 = 77 * 103 MPa
; NEW VERSION 4.2 CA
S161 = 7850 kgf/m3
; NEW VERSION 4.2 CA
T161 = 11.7 * 10-6 C-1
; NEW VERSION 4.2 CA
S161 = 0.25
; NEW VERSION 4.2 CA
Concrete
BS8110
ES8110 = 200 kN/mm2 C = 10*10-6 C-1 C = 0.2
mC = 15
Normal
C.norm = 2400 kg/m3 C.norm_w = 2500 kg/m3Light weight
C.light = 1800 kg/m3 C.light_w = 1900 kg/m3ACI
ESACI = 29000 ksi
; NEW VERSION 4.1
Normal
ACI.norm = 150 lbf/ft3
; NEW VERSION 4.1
Light weight
ACI.light = 115 lbf/ft3
; NEW VERSION 4.1
AS3600
ES3600 = 200 * 103 MPa
; NEW VERSION 4.2 AU
C = 0.003
; NEW VERSION 4.2 AU
BS5400
C5400 = 12 *10-6 C-1 C5400 = 2500 kg/m3 Ey_5400 = 200 kN/mm2Aluminum
Al = 2720 kg/m3 EAl = 70 kN/mm2 GAl = 26 kN/mm2 KAl = 69 kN/mm2 Al = 0.33
Al = 22 *10-6 C-1