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Shear Plate Strengths Report (Shear Only Connections)

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 Shear Plate Angle Bm Web Doubler Plate Stabilizer Plate End Plate Col Moment Plate Col Stiffener Plate Col Web Doubler Plate
E70 A572-GR.50 A36 A572-GR.50 A572-GR.50 A572-GR.50 A572-GR.50 A572-GR.50 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
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

Shear Only Connections Strengths Report  
Connection Condition Bolt Bolt Bearing Beam Shear Strength Coped Beam Web Strength Plate Shear Strength Plate Bending Support Strength Stabilizer Plate
Connection
(click link for full calcs)
Count Filler Beam Support Girder/Col Slope Skew Vertical Offset Span Reaction Shear C Plate Beam Block Yield Rupture Buckling Flexural Yield Flexural Rupture Block Yield Rupture Mreq \ Mnpl SMI Flexural Rupture Buckling Weld Shear Rn Mtu (k‑in) Mn1 (k‑in)
bhsb.s.s.00001.00002 1 W14X22 HSS16X8X1/2 0.00 -90.00 -2.25 17.50 18.93 29.59 2.48 29.59 29.59 na 63.02 49.67 na na na 39.90 45.90 38.33 28.40 \ 146.31 0.21 na na 55.46 na na na