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Shear Plate Specs Group Elements 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 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

  Bolts Shear Plate Beam Reinforcement
Connection Condition Integrity Checks Capacity Arrangement & Type Spacing Dist. to First Hole       Edge Distance Dimensions   Top Cope Bottom Cope Edge Distances Doubler Plate Back-up Stiffener
Connection
(click link for full calcs)
Count Filler Beam Support Girder/Col Slope Skew Vertical Offset Span Reaction Axial T\C NYC IBC Vertical Shear Axial T\C Cols Rows Total Dia Type Horiz Vert Horiz. dist. Down dist. Part Code Design Configuration Shape Hole Type At Top Horiz. At Bottom Horiz. At Vertical Edge Width Length Thickness Hole Type Centerline Setback Length Depth Length Depth Top Bolt at Vertical Edge Top Bolt at Horizontal Edge Bottom Bolt at Vertical Edge Bottom Bolt at Horizontal Edge Width Length Thickness Width Length Thickness
bb.s.s.00050.00208 7 W18X40 W21X55 0.00 -74.01 -2.88 28.72 20.00 0.00 \ 0.00 No No 29.27 0.00 \ 0.00 1 3 3 0.75 A325N_TC 3 3 3 3 na na na SSL 1.25 1.25 1.50 4.50 8.50 0.375 STD 1.09 na na 3.75 1.00 na na na na na na na na na na
bb.s.s.00050.00211 1 W18X40 W21X55 0.00 -74.01 -2.88 30.81 19.00 0.00 \ 0.00 No No 29.27 0.00 \ 0.00 1 3 3 0.75 A325N_TC 3 3 3 3 na na na SSL 1.25 1.25 1.50 4.50 8.50 0.375 STD 1.09 na na 3.75 1.00 na na na na na na na na na na
bb.s.s.00050.00257 3 W18X40 W21X55 0.00 -74.01 -2.88 28.72 20.00 0.00 \ 0.00 No No 29.27 0.00 \ 0.00 1 3 3 0.75 A325N_TC 3 3 3 3 na na na SSL 1.25 1.25 1.50 4.50 8.50 0.375 STD 1.09 na na 3.75 1.00 na na na na na na na na na na
bb.s.s.00050.00259 2 W18X40 W21X55 0.00 -74.01 -2.88 30.81 19.00 0.00 \ 0.00 No No 29.27 0.00 \ 0.00 1 3 3 0.75 A325N_TC 3 3 3 3 na na na SSL 1.25 1.25 1.50 4.50 8.50 0.375 STD 1.09 na na 3.75 1.00 na na na na na na na na na na
bb.s.s.00050.00297 4 W18X40 W21X55 0.00 -74.01 -2.88 30.81 19.00 0.00 \ 0.00 No No 29.27 0.00 \ 0.00 1 3 3 0.75 A325N_TC 3 3 3 3 na na na SSL 1.25 1.25 1.50 4.50 8.50 0.375 STD 1.09 na na 3.75 1.00 na na na na na na na na na na
bb.s.s.00050.00306 1 W18X40 W21X55 0.00 -74.01 -2.88 30.81 19.00 0.00 \ 0.00 No No 29.27 0.00 \ 0.00 1 3 3 0.75 A325N_TC 3 3 3 3 na na na SSL 1.25 1.25 1.50 4.50 8.50 0.375 STD 1.09 na na 3.75 1.00 na na na na na na na na na na
bb.s.s.00050.00309 2 W18X40 W21X55 0.00 -74.01 -2.88 30.81 19.00 0.00 \ 0.00 No No 29.27 0.00 \ 0.00 1 3 3 0.75 A325N_TC 3 3 3 3 na na na SSL 1.25 1.25 1.50 4.50 8.50 0.375 STD 1.09 na na 3.75 1.00 na na na na na na na na na na