private BeamCase GetDistributedLoadCase(LoadBeam load)
{
ISingleLoadCaseBeam beamForceCase = null;
ISingleLoadCaseDeflectionBeam beamDeflectionCase = null;
if (load is LoadDistributedUniform)
{
LoadDistributedUniform cl = load as LoadDistributedUniform;
switch (cl.Case)
{
case LoadDistributedSpecialCase.CantileverOverhang:
DistributedLoadOverhang b1 = new DistributedLoadOverhang(beam, cl.Value); //2C.2
beamForceCase = b1;
beamDeflectionCase = b1;
break;
case LoadDistributedSpecialCase.CantileverMainSpan:
DistributedLoadBetweenSupports b2 = new DistributedLoadBetweenSupports(beam, cl.Value); //2C.1
beamForceCase = b2;
beamDeflectionCase = b2;
break;
default:
UniformLoadFull b3 = new UniformLoadFull(beam, cl.Value); //2B.1
beamForceCase = b3;
beamDeflectionCase = b3;
break;
}
}
return(new BeamCase(beamForceCase, beamDeflectionCase));
}
private BeamCase GetDistributedLoadCase(LoadBeam load)
{
ISingleLoadCaseBeam beamForceCase = null;
ISingleLoadCaseDeflectionBeam beamDeflectionCase = null;
if (load is LoadDistributedUniform)
{
LoadDistributedUniform cl = load as LoadDistributedUniform;
switch (cl.Case)
{
case LoadDistributedSpecialCase.CantileverOverhang:
DistributedLoadOverhang b1 = new DistributedLoadOverhang(beam,cl.Value); //2C.2
beamForceCase = b1;
beamDeflectionCase = b1;
break;
case LoadDistributedSpecialCase.CantileverMainSpan:
DistributedLoadBetweenSupports b2 = new DistributedLoadBetweenSupports(beam, cl.Value); //2C.1
beamForceCase = b2;
beamDeflectionCase = b2;
break;
default:
UniformLoadFull b3 = new UniformLoadFull(beam, cl.Value); //2B.1
beamForceCase = b3;
beamDeflectionCase = b3;
break;
}
}
return new BeamCase(beamForceCase, beamDeflectionCase);
}
