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Summary Reports: | Job Standard Summary | Job Sample Calcs Report | B+Op Connection Comparison Report | Standard Connection Cost Report Job Preferences Report | No Connections Summary | No Connections Detailed | No Connections Reference Map | |||||||||
Shear and Axial Reports: | Shear Plate: | Specs | Strengths (Shear Only Connections) | Welds | Doublers | Connection Cost Report | ||||
Strengths (Shear & Axial Connections) | ||||||||||
Single Angle: | Specs | Strengths (Shear & Axial) | Welds | Doublers | Connection Cost Report | |||||
Double Angle Reports: | Support Side Specs | Strengths (Shear & Axial) | Welds | Doublers | Connection Cost Report | |||||
Beam Side Specs | ||||||||||
End Plate Reports: | Specs | Strengths (Shear & Axial) | Welds | Connection Cost Report | ||||||
Moment Reports: | Specs | Support Strengths | Beam Flange Welds | Connection Cost Report | ||||||
Moment Plates: | Specs | Strengths | Welds | |||||||
Column Stiffeners: | Specs | Strengths | Welds | |||||||
Column Web Doublers: | Specs | Strengths | Welds | |||||||
Shear Plate: | Specs | Strengths | Welds | |||||||
Double Angle: | Support Side Specs | Strengths | Welds | |||||||
Beam Side Specs | ||||||||||
Job Name | Fabricator | Contract # | General Contractor | Date of this Report |
---|---|---|---|---|
- Qnect Demo 2000 Tons - | Demo1 | Demo | Demo | 2025-03-18 06:08:57 |
ID | Framing Condition | Connection Type | Framing Format | Session Title(s) | Session Date(s) | Connection ID From | Connection ID To | Connection Count |
---|---|---|---|---|---|---|---|---|
bb.2bb.s.20180831 | Beam to Beam | Double Angles Bolted Bolted | Vertical Shear | Baseline | 2018-08-31 18:06:55 | bb.2bb.s.00420 | bb.2bb.s.00838 | 1339 |
bb.2wb.s.20180831 | Beam to Beam | Double Angles Welded Bolted | Vertical Shear | Baseline | 2018-08-31 18:06:55 | bb.2wb.s.00002 | bb.2wb.s.00002 | 1 |
bb.s.s.20180831 | Beam to Beam | Shear Plate | Vertical Shear | Baseline | 2018-08-31 18:06:55 | bb.s.s.00159 | bb.s.s.00316 | 404 |
bcf.2bb.s.20180831 | Beam to Column Flange | Double Angles Bolted Bolted | Vertical Shear | Baseline | 2018-08-31 18:06:55 | bcf.2bb.s.00372 | bcf.2bb.s.00742 | 763 |
bcf.2wb.s.20180831 | Beam to Column Flange | Double Angles Welded Bolted | Vertical Shear | Baseline | 2018-08-31 18:06:55 | bcf.2wb.s.00032 | bcf.2wb.s.00062 | 93 |
bcf.s.s.20180831 | Beam to Column Flange | Shear Plate | Vertical Shear | Baseline | 2018-08-31 18:06:55 | bcf.s.s.00078 | bcf.s.s.00154 | 127 |
bcw.s.s.20180831 | Beam to Column Web | Shear Plate | Vertical Shear | Baseline | 2018-08-31 18:06:55 | bcw.s.s.00418 | bcw.s.s.00834 | 893 |
bhsb.s.s.20180831 | Beam to HSS Beam | Shear Plate | Vertical Shear | Baseline | 2018-08-31 18:06:55 | bhsb.s.s.00002 | bhsb.s.s.00002 | 1 |