import math from materials.tm5_809_3 import tm5_809_3_materials __author__= "Luis C. Pérez Tato (LCPT)" __copyright__= "Copyright 2019, LCPT" __license__= "GPL" __version__= "3.0" __email__= "*****@*****.**" inch2Meter= .0254 foot2Meter= .3048 ratios=[] cmuWall6= tm5_809_3_materials.CMUWallFabric(thickness= 6*inch2Meter,spacing= 1e-7) eqThickness6= cmuWall6.getEquivalentWallThickness() effArea6= cmuWall6.getEffectiveAreaPerUnitLength() cmuWall12= tm5_809_3_materials.CMUWallFabric(thickness= 12*inch2Meter,spacing= 72.0*inch2Meter) eqThickness12= cmuWall12.getEquivalentWallThickness() effArea12= cmuWall12.getEffectiveAreaPerUnitLength() cmuWall8= tm5_809_3_materials.CMUWallFabric(thickness= 8*inch2Meter,spacing= 40*inch2Meter) eqThickness8= cmuWall8.getEquivalentWallThickness() effArea8= cmuWall8.getEffectiveAreaPerUnitLength() b12= cmuWall12.getEffectiveWidth() Ig12= cmuWall12.getGrossMomentOfInertia() fr= cmuWall12.mortar.fr()*tm5_809_3_materials.fromPascal fr_ref= 2.5*math.sqrt(1350) Mcr12= cmuWall12.getCrackingMomentStrength() Mcr12_ref= 5424 b8= cmuWall8.getEffectiveWidth()
__copyright__ = "Copyright 2019, LCPT"
__license__ = "GPL"
__version__ = "3.0"
__email__ = "*****@*****.**"
inch2Meter = .0254
foot2Meter = .3048
pound2Newton = 4.4482216282509
lbSqft2Pascal = 47.880258888889
S_iu = 24.0 # Cell spacing (inches).
S = S_iu * inch2Meter # Cell spacing (meters).
cellReinf = tm5_809_3_materials.CMUWallCellReinforcement(
reinfArea=ACI_materials.num6Area)
cmuWall = tm5_809_3_materials.CMUWallFabric(thickness=12 * inch2Meter,
spacing=S,
cellReinf=cellReinf)
wallHeight = 24 * foot2Meter # 24 ft-> m
ratios = list()
n = cmuWall.get_n()
ratios.append(abs(n - 21.5) / 21.5)
mMax = 2182 * 4.44822 # N m/m Design moment
Fm = cmuWall.mortar.Fm()
FmIU = Fm / pound2Newton * inch2Meter**2 # Imperial units.
ratios.append(abs(FmIU - 445.499979756) / 445.499979756)
p = cmuWall.getSteelRatio()
ratios.append(abs(p - 0.0032) / 0.0032)
k = cmuWall.getKCoefficient()