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Doubler Plate Reinforcing Summary 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 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

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

NOTE: Beam final capacity prior to doubler plate requirement reported here could be different than reported here since the final connection details could change in a way that modifies the beam capacity.

Connection Condition Beam Capacity without Doubler Plate Doubler Plate Filler Beam Size Without Doubler
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 Width Length Thickness Choice 1 Beam Shear Capacity Choice 2 Beam Shear Capacity
bb.s.s.00041.00199 45 W8X10 W21X50 0.00 90.00 -13.00 10.00 15.00 0.00 \ 0.00 14.64 na 5.00 4.00 0.313 na na na na
bb.s.s.00041.00202 15 W8X10 W21X50 0.00 -90.00 -13.00 10.00 15.00 0.00 \ 0.00 14.64 na 5.00 4.00 0.313 na na na na
bb.s.s.00047.00205 20 W8X15 W21X122 0.00 -90.00 -13.50 9.43 15.00 0.00 \ 0.00 12.08 na 5.00 7.00 0.313 na na na na
bb.s.s.00083.00241 1 W8X10 W8X10 0.00 -90.00 0.00 2.33 15.00 0.00 \ 0.00 13.43 na 5.00 3.50 0.313 na na na na
bb.s.s.00106.00264 1 W12X14 W16X36 0.00 81.40 -4.00 7.57 38.00 0.00 \ 0.00 32.27 na 8.00 9.56 0.313 na na na na
bb.s.s.00130.00288 1 W12X14 W18X35 0.00 83.01 -5.88 6.64 37.00 0.00 \ 0.00 32.27 na 8.00 9.56 0.313 na na na na
bb.s.s.00083.00290 1 W8X10 W8X10 0.00 90.00 0.00 2.27 15.00 0.00 \ 0.00 13.43 na 5.00 3.50 0.313 na na na na
bb.s.s.00047.00291 2 W8X15 W21X122 0.00 -90.00 -13.51 9.50 15.00 0.00 \ 0.00 12.08 na 5.00 7.00 0.313 na na na na
bb.s.s.00041.00294 1 W8X10 W21X50 0.00 -90.00 -13.00 9.93 15.00 0.00 \ 0.00 14.64 na 5.00 4.00 0.313 na na na na
bb.s.s.00041.00295 1 W8X10 W21X50 0.00 90.00 -13.00 9.93 15.00 0.00 \ 0.00 14.64 na 5.00 4.00 0.313 na na na na