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Shear Plate Full Welds Report

Company: - Josh Qnect -
Job Title: - Qnect Demo 2000 Tons -
Session Title: Baseline
Session Date: 2018-08-31 18:06:55
Model Name: Josh_Demo_2000_Tons.db1
B+Op Status: B+Op was disabled
Building Code: AISC-14
Design Type: LRFD
Engineering Units: Imperial
Bolt Catalog: ASTM Imperial
Profile Catalog: ASTM Imperial
Plate Material Grade Catalog: ASTM Imperial
Plate Thickness Catalog: Imperial
Detailing Distances Dimensions: Imperial
Materials: 
Weld E70
Shear Plate A572-GR.50
Angle A36
Bm Web Doubler Plate A572-GR.50
Stabilizer Plate A572-GR.50
End Plate A572-GR.50
Col Moment Plate A572-GR.50
Col Stiffener Plate A572-GR.50
Col Web Doubler Plate A572-GR.50

Summary Reports: Job Standard Summary  |  Job Sample Calcs Report  |  B+Op Comparison Report
Job Preferences Report  |  No Connections Summary  |  No Connections Detailed  |  No Connections Reference Map
 
Shear Plate Reports: Specs  Strengths (Shear Only Connections)  Strengths (Shear & Axial Connections)  Welds  Doublers
Single Angle Reports:  Specs  Strengths (Shear & Axial)  Welds  Doublers
Double Angle Reports:  Support Side Specs  Beam Side Specs  Strengths (Shear & Axial)  Welds  Doublers
End Plate Reports:  Specs  Strengths (Shear & Axial)  Welds
Moment Reports:  Specs  Support Strengths  Support Reinforcement Strengths  Moment Plate Strengths  Welds
Moment Group Reports:  Doubler Plate Specs  Doubler Plate Welds  Stiffener / Moment Plate Specs  Stiffener / Moment Plate Welds

Click here for Shear Plate Diagrams

Click here for Shear Plate Diagrams

  (1) Weld at Shear Plate / Support (2) Weld at Beam Web Doubler (3) Weld at Top of Shaped Shear Plate (4) Weld at Bottom of Shaped Shear Plate (5) Shear Plate Weld at Top Stiffener / Stabilizer Plate (6) Shear Plate Weld at Bottom Stiffener / Stabilizer Plate (11) Stiffener Opposite Shear Plate Weld at Web (12) Stiffener Opposite Shear Plate Weld at Top / Bottom Flange (13) Top Stabilizer Plate Weld at Column Web (14) Top Stabilizer Plate Weld at Column Flange (15) Bottom Stabilizer Plate Weld at Column Web (16) Bottom Stabilizer Plate Weld at Column Flange
Connection Condition Capacity D1 D2 D3 D4-Top D4-Bottom D5 D6 D7 D8 D9 D10 D11 D12 D21 D22 D23 D24 D25 D26 D27 D28 D29 D30 D31 D32
Connection
(click link for full calcs)
Count Filler Beam Support Girder/Col Slope Skew Vertical Offset Span Reaction Axial T\C Vertical Shear Axial T\C D1 D1 Type D1 Designation D2 D2 Type D2 Designation D3 D3 Type D3 Designation D4-Top D4-Top Type D4-Top Designation D4-Bottom D4-Bottom Type D4-Bottom Designation D5 D5 Type D5 Designation D6 D6 Type D6 Designation D7 D7 Type D7 Designation D8 D8 Type D8 Designation D9 D9 Type D9 Designation D10 D10 Type D10 Designation D11 D11 Type D11 Designation D12 D12 Type D12 Designation D21 D21 Type D21 Designation D22 D22 Type D22 Designation D23 D23 Type D23 Designation D24 D24 Type D24 Designation D25 D25 Type D25 Designation D26 D26 Type D26 Designation D27 D27 Type D27 Designation D28 D28 Type D28 Designation D29 D29 Type D29 Designation D30 D30 Type D30 Designation D31 D31 Type D31 Designation D32 D32 Type D32 Designation
bb.s.s.00088.00296 3 W18X35 W18X40 0.00 83.00 -0.13 36.94 24.00 0.00 \ 0.00 29.45 0.00 \ 0.00 0.25 FILLET na 0.3125 FILLET na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na