GEOMETRY
Connection Type ......................
Double-Angle
Support Designation .................
{support.designation}
Support Type ..............................
{support.type === 'column-flange' ? 'Column-Flange' : support.type} {support.type === 'column-flange' && NG}
Beam Designation ....................
{beam.designation}
Beam Gap from Support ..........
{beam.gapFromSupport.toFixed(2)} in OK
{geometryChecks.map((check, idx) => (
{check.description}
{check.lengthC && `${check.lengthC} `}
{check.heightDc && `${check.heightDc} `}
{check.status}
))}
MATERIALS
|
Yield Fy |
Tensile Fu |
|
| Support ........ |
{materials.support.fy.toFixed(1)} |
{materials.support.fu.toFixed(1)} |
ksi |
| Beam ............ |
{materials.beam.fy.toFixed(1)} |
{materials.beam.fu.toFixed(1)} |
ksi |
| Angle ............ |
{materials.angle.fy.toFixed(1)} |
{materials.angle.fu.toFixed(1)} |
ksi |
Modulus of Elasticity ........
{materials.modulusOfElasticity}
ksi
Use {bolts.numberOfRows} Rows of {bolts.diameter}" diam {bolts.grade} Bolts @ {bolts.spacing.toFixed(1)} in
Use {weld.size}" {weld.type} weld Strength = {weld.strength.toFixed(1)} ksi
DESIGN CODES
Steel Design ..................AISC 360-16
Load Combinations ........ASCE 7-10/16