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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

ID No Connect Reason
1 Across session connections are not supported yet.
2 Angle secondary leg calculations have failed
3 Angle beam weld calculations have failed
4 Angle calculations failed
5 Angle leg overhanging at support edge connection detail not supported yet.
6 Angle profiles Iteration Failed
7 Not connected due to gage or angle size issue.
8 Axial Load At Column Web Exceeds Yield Line Capacity.
9 Beam (span) phi (angle) is not right angled.
10 Beam bending calculations have failed.
11 Beam block shear axial calculations failed.
12 Beam Calculations failed
13 Beam compression calculations have failed
14 Vertical offset places beam either above or below column/beam.
15 Beam base initialization has failed.
16 Beam leg Angles Calculations failed
17 Less than half of the available space on the filler beam available due to vertical offset.
18 Beam strength calculations failed, please review beam end reaction.
19 Beam tension yield calculations have failed.
20 Beam to beam connection too close to a beam splice connection.
21 Beam to beam connection too close to a beam to beam connection.
22 Beam to beam connection too close to a beam to column connection.
23 Beam to beam connection too close to a beam to embed plate connection.
24 Beam to beam connection too close to a column to beam connection.
25 Beam to column connection too close to a beam to beam connection.
26 Beam to column connection too close to a column splice connection.
27 Beam to Column connection too close to Column to Beam connection.
28 Beam to embed plate connection too close to a beam to beam connection.
29 Beam vertical shear calculations failed.
30 Beam yield rupture calculations have failed
31 Bolt bearing calculations failed.
32 Shear Plate : Insufficient Horizontal Distance To First Hole At Skewed Setback.
33 Bolt Rows Iteration Failed.
34 Bolt spacing required for bolt diameter preference is not in bolt spacing preferences.
35 Bolt strength Calculations Failed.
36 Bolted gusset plate block shear calculations failed
37 Bolted gusset plate combined load interaction calculations failed
38 Bolted gusset plate compression buckling calculations failed
39 Bolted gusset plate flexural strength calculations failed
40 Bolted gusset plate shear yield rupture calculations failed
41 Bolted gusset plate tension yield rupture calculations failed
42 Double Angles are not currently enabled.
43 End Plates are not currently enabled.
44 Gravity moment is not currently enabled.
45 Moment is not currently enabled.
46 Moment YY is not currently enabled.
47 Reverse Shear is not currently enabled.
48 Shear Axial is not currently enabled.
49 Shear Only is not currently enabled.
50 Single Angles are not currently enabled.
51 Torsion is not currently enabled.
52 Double angle connections with moment forces at beam to column web connections are not yet supported in the Qnect product.
53 Connections which share bolts with previous session connections not supported.
54 Mismatching Fabricators Detailing Preferences at other end of beam. Cannot update previous session connection for additional 1/16 in. (2mm) setback at angles. Please update preferences to match and re-run.
55 Mismatching Fabricators Detailing Preferences at other end of beam. Cannot update previous session connection for no additional 1/16 in. (2mm) setback at angles. Please update preferences to match and re-run.
56 Case specific Iteration Failed.
57 Clashing opposite connection type.
58 Connections to a girder where there is a column flange above or below are not supported yet.
59 Angle not allowed in COLUMN_TO_BEAM group.
60 Support Column calculations failed due to concentrated support forces at gusset plate to column flange connection.
61 Column Web Inadequate for Middle Beam Forces.
62 Combined Load Interactions calculations have failed.
63 Connection clashes with stiffener created in previous session.
64 Qnect does not currently make connections at column splices.
65 Connections framing too close to each other.
66 Connections with slope greater than 2.5 degrees are not currently supported.
67 Connections with slope less than 2.5 degrees are not currently supported.
68 Unable to clear opposite connection flanges. Please delete existing opposite connection and re-run with both connections selected.
69 Directly welded beam flange weld strength calculations failed due to support material thickness.
70 Double angle girder weld calculations failed
71 Unable to Fit Doubler Plate In Beam Web
72 Doubler plate beam weld Calculations Failed.
73 Insufficient Doubler Plate Weld Strength
74 Insufficient Doubler Plate Thickness to Match Required Beam Web Reinforcement
75 Erection procedure incompatible with previous session connection.
76 Failed fitting erection bolt(s) on max size gusset plate with max hss brace slot length. Please increase max gusset plate width and/or length, or adjust erection bolt preferences and try again.
77 Failed switching angle side.
78 Failed to create stable BeamDoubleAnglesSystem.
79 Failed to create stable BeamPlateSystem.
80 First Hole Down Distance Iteration Failed.
81 Unable to connect due to erectability issues at beam to column web shear plate with standard setback.
82 Flange bolts clash with stabilizer plate.
83 Flange Plate strength calculations failed.
84 Flange Plate Support Flange Weld iteration failed.
85 Flange Plate Support Web Weld iteration failed.
86 Flange Plate thickness iteration failed.
87 Moment Connections at both Column Flange and Web are not yet supported by Qnect
88 Gage at Support failed due to opposite connection.
89 Gap at Angle exceeds maximum 3/32 in. (3 mm) allowed.
90 Girder angle bolt strength calculation failed
91 Girder bolt subsystem calculation failed
92 Number of erroneous attempts exceeded limit.
93 Part of group with invalid sub_group_type
94 Part of group with incorrect or missing vertical shear force.
95 Grouping contains already connected members
96 Opposite double angle connections with horizontal offset and axial load not yet supported by Qnect.
97 Opposite single angle connections with horizontal offset and axial load not yet supported by Qnect.
98 Shear Plate at HSS Limits of Applicability Failed.
99 Shear Plate at HSS Local Yielding Failed.
100 Shear Plate thickness exceeds maximum allowed by AISC Equation K1-3, Plate Limit States and HSS Punching Shear.
101 Shear Plate at HSS Shear Yielding (Punching) Failed.
102 Shear Plate at HSS Wall Plastification Failed.
103 Shear Plate at HSS Wall Shear failed.
104 IBC Integrity Load At Column Web Exceeds Yield Line Capacity.
105 Staggered Bolts and OSHA Preference are not yet supported.
106 Insufficient angle leg length for gage at sloped beam.
107 Insufficient Setback at Beam to Clear Fillet Weld at Bolted Moment Plate.
108 Insufficient Bolt Clearance AT Adjacent Column Web Connection.
109 Insufficient Bolt Clearance FROM Adjacent Column Flange Connection.
110 Insufficient Capacity at HSS Brace. HSS Brace connections that require reinforcement are not supported yet.
111 Insufficient Connection Overlap at Opposing Axial Connections.
112 Insufficient Connection Overlap for Opposite Axial T/C Loads.
113 Insufficient Connection Overlap for Opposite Integrity Loads.
114 Unable to fit Angle Leg at Sloped Support Web.
115 Insufficient space at support stabilizer weld.
116 Insufficient support beam flange prying capacity.
117 Insufficient support beam type specific capacty.
118 Insufficient support beam web yield line capacity.
119 Insufficient TC Bolt Clearance at Adjacent Web Connection HH OK.
120 Insufficient welding clearance for electrode at angle leg welded to main beam.
121 Insufficient welding clearance for electrode at angle leg welded to filler beam.
122 Insufficient welding clearance for electrode at shear plate welded at support column web.
123 Integrity loading preferences changed, please delete existing connection in group and re-run both connections selected.
124 Unable to cut flange to clear other connection bolts.
125 Extended setback exceeded maximum allowed for bolt fitting.
126 Invalid sub_group_type
127 Member rotation and/or slope combination not yet supported by Qnect.
128 Iteration Exceeded Time Limit
129 Job id does not match with previous session job id of group connections.
130 Shear Plate Max Plate Thickness Calculations Failed.
131 VB group middle beam iterations failed.
132 Middle beam calculations failed due to concentrated support forces at gusset plate to beam flange connection.
133 Mismatch between calculated and csrec vertical_orientation.
134 Unable to use same bolt diameter and type because mismatching bolting preferences selected for beam flange moment connection and beam web shear connection.
135 Unsupported connection data at opposite moment connecitons.
136 Unsupported connection data at opposite connections with shared bolts.
137 Missing connection type preferences.
138 Missing UFM loads.
139 Incorrect or missing vertical shear force.
140 Please delete existing opposite connections and re-run with both moment connections selected.
141 Moment design load exceeds beam plastic moment capacity
142 Moment load values in model cannot be negative
143 Moments were turned off on the Minimum job Requirements page.
144 More than two beams in same group is not supported yet.
145 Non-concentric brace, beam and column centerlines not yet supported by Qnect
146 Non zero horizontal offset beams not supported.
147 Not enough beam web space
148 Length that is required to accommodate minimum number of bolt rows exceeds available space in beam web.
149 Not enough space for column web doubler at top of column.
150 Not enough welding space at bolted flange plate at tope of column.
151 Not enough welding space at doubler at top of column.
152 Not enough welding space at moment plate at tope of column.
153 Not enough welding space at stiffener at top of column.
154 Knifed Angle Connection Is Not Available for NYC forces
155 NYC4 Integrity Load At Column Web Exceeds Yield Line Capacity.
156 Please delete existing opposite axial connections and re-run with both connections selected.
157 Differing Connection Conditions at Double Angles are not available for opposite axial connections.
158 Angle Secondary Leg Length not ok
159 Opposite Moment Connection is not Successful
160 Missing Top/Bottom Stabilizer Plates at one of opposite Shear Plate connections with Integrity Loads.
161 Opposite Shear Plate connection is missing weak axis girder web bending calculations.
162 OSHA Preference Iteration Failed.
163 Unsupported setback distance at slope.
164 Redo Moment SubConnection - Horizontal Distance To First Hole Mismatch.
165 Redo Moment SubConnection - Gage at flange is insufficient to clear web connection.
166 Redo Moment SubConnection - Horizontal Shear Calculations
167 Redo Moment SubConnection - Setback Mismatch.
168 Redo Moment SubConnection - Spacing Mismatch.
169 Reordered Connection Specs Id
170 Beam cope cut at skew preference failed.
171 Shear Connections at Column Web are not supported when there are column stiffener(s) or doubler(s) due to adjacent Moment Connection at Column Flange.
172 Shear plates on obtuse side of skewed connection not yet implemented.
173 Shear Plate standard setback detailing issue at BEAM_TO_COLUM_WEB.
174 Shear Plate Strength Calculations Failed
175 Full Depth Shear Plate Girder Flange Weld Failed.
176 Shear Plate Weld Axial Capacity Failed.
177 Shear Plate Weld Clashes With Bolts At Support Web.
178 Shear Plate Support Weld Horizontal Fitting Failed.
179 Shear Plate Weld IBC Axial Capacity Failed.
180 Shear Plate Weld Iteration Failed.
181 Shear Plate Weld NYC Axial Capacity Failed.
182 Shear Plate Girder Weld size incompatible with setback.
183 Shear Plate Weld Size Preferences Failed.
184 Shear Plate Weld Strength Calculations Failed.
185 Single Angle Connections with IBC Axial load are not supported.
186 Single Angle Connections with IBC Axial load and passthrough reqirement are not supported.
187 Single Angle Connections with Axial load are not supported.
188 Single Angle Connections with NYC4 Axial load are not supported.
189 Opposite Single Angle connections where Axial is equal to % of Shear Load can only be connected if shop bolted to support.
190 Connections with skew less than 30 degrees are not yet supported.
191 Skewed moment connections are not currently supported.
192 Doubler plates on sloped connections are not currently supported.
193 Stiffener plates on sloped connections are not currently supported.
194 Square Groove CJP weld preference at beam flanges is not supported yet.
195 Cannot have Stabilizer plate with stiffener group.
196 Insufficient Stabilizer plate group axial capacity.
197 Stabilizer plate system failed.
198 Bolt Staggering Space Constraints Check Failed.
199 Mismatching connection type and standard setback at shear plate preference. Please reset and update job connection type preferences.
200 Column stiffeners (or doublers) that are required at moment connections are clashing with already connected memebers in grouping.
201 Connection Successful.
202 Support beam doubler iteration failed.
203 Support beam iteration failed
204 Support beam or column has changed, please delete existing connection(s) in group and re-run the group as a whole.
205 Support beam stiffener iteration failed.
206 Supported connection type not found
207 Supported connection type not found
208 Unable to neck-down bolted flange plate due to clashing preferences for deck support clearances and coping radius.
209 Unable to determine workable gage at flange due to max allowable gage being less than min required gage.
210 Inadequate beam flange width for web connection required thickness and flange bolts
211 Unable to match shear plate side with opposite connection.
212 No Blocking Connections Found.
213 Unknown error
214 Not connected due to being a beam splice connection.
215 Bolt fitting issue at beam web and flange bolts.
216 Opposite double angle connections with Axial T/C load and Bolt Stagger preference are not supported yet.
217 Opposite double angle connections with IBC Integrity Section BC1615.3.2.2 load and Bolt Stagger preference are not supported yet.
218 Opposite double angle connections with NYC Integrity Section BC2212.2.4 load and Bolt Stagger preference are not supported yet.
219 Connections with Axial T/C loads where angle(s) are welded to support are not supported.
220 Connections with IBC or NYC axial integrity loads where angle(s) are welded to support are not supported.
221 Connections with IBC or NYC axial integrity loads where angle(s) are welded to support are not supported.
222 Unsupported brace slope
223 Not connected due to being a column splice connection.
224 Connection type preference is missing or is not supported within grouping.
225 Connection Type preference is not supported.
226 Grouping is not supported yet.
227 Doubler not supported for current connection type and framing condition
228 Connection types are not available for given part profile(s).
229 Unsupported Flange Plate Deck Support Preference.
230 Unsupported Flange Plate Width Preference.
231 Framing condition is not yet supported by Qnect.
232 Framing condition and Force(s) Combination is not yet supported by Qnect.
233 Qnect does not support this combination of material grade and part profile.
234 Unsupported gusset plate geometry
235 Not connected due to being a horizontal bracing connection.
236 Connections with horizontal offset are not yet supported by Qnect.
237 Unsupported hss slot length for gusset plate geometry
238 Unsupported LSL hole type for grouping where some bolts are shared and some are not.
239 Maximum bolted flange plate length preference is smaller than minimum required for (2) rows.
240 Opposite double angle connections with Axial T/C and OSHA preference are not supported yet.
241 Opposite double angle connections with IBC Integrity Section BC1615.3.2.2 load and OSHA preference are not supported yet.
242 Opposite double angle connections with NYC Integrity Section BC2212.2.4 load and OSHA preference are not supported yet.
243 Qnect does not support this profile with the chosen part catalogue.
244 Unable to redesign group connection data.
245 Skewed Shear Plate connections that require stabilizer plates with axial load and skew greater than 2 degrees are not supported yet.
246 Unsupported skewed connection at column.
247 Unsupported spacing preference per AISC J3.5b
248 Not connected due to being a vertical bracing connection.
249 Unsupported Vertical Bracing Framing Condition
250 Unsupported vertical bracing grouping
251 Unsupported vertical offset at moment connection.
252 Using opposite connection support web stiffeners failed.
253 Vertical Bracing Connections to Column Web are not supported yet.
254 Vertical Bracing groups that have Skewed Vertical Brace Connections are not supported yet.
255 Vertical Bracing groups that have Sloped or Skewed Middle Beam Connections are not supported yet.
256 Vertical bracing group with across session connection already done not supported.
257 Vertical Bracing Groups that have Beam to Column Web Axial Connections are not supported yet
258 Vertical Bracing groups that have Beam to Column Web Connections are not supported yet.
259 Vertical Bracing groups with Both Single Angle and HSS Brace Connections are not supported yet.
260 Vertical Bracing Groups With Moment Connections Are Not Supported Yet
261 Vertical Bracing groups with Single Angle Brace Connections are not supported yet.
262 Weak Axis Bending due to offset opposite Shear Plates with Axial exceeds user pref allowable.
263 Web bolt clashing with opposite flange.
264 Opposite web bolts clash with stabilizer plate.
265 Weld Iteration Failed
266 Weld Strength Calculations failed
267 Weld top clearance does not meet minimum
268 Welded gusset plate bending calculations failed
269 Welded gusset plate block shear calculations failed
270 Welded gusset plate compression calculations failed
271 Welded gusset plate tension yield rupture calculations failed
272 Welded gusset plate combined load interaction calculations failed
273 Welded gusset plate shear yield rupture calculations failed
274 Welded gusset plate tension yield rupture calculations failed
275 Filler beam workpoint is not between support end points.
276 Inadequate space to connect beams framing to the same side of the support.
277 Load computed with UDL is too high.
278 At least one part in this connection has an unknown material.
279 Conflicting information in model. Moment load provided, but No selected for moment connection.
280 Qnect does not yet support HSS filler beams.
281 Conflicting information in model. Dead Load and Live Load are greater than Maximum Design Moment Load.
282 Conflicting information in model. Conflicting loads for Dead Load and Maximum Design Moment Load.
283 Conflicting information in model. No Moment load provided, but Yes selected for moment connection.
284 Bracing not currently supported by Qnect.
285 Qnect does not currently support contour plates with complex geometry.
286 Not connected due to user preference.
287 Qnect does not support groups with multiple job preferences.
288 Connection in Session is having an unidentified Job override preference.
289 Flat bar material grade does not match angle material grade.
290 Flat bar material grade does not match shear plate material grade.
291 Groups with connections framing to different mains are not supported.
292 More than 2 connections at one connection end.
293 Plate Thickness is not in allowable range for Material Grade.
294 Unsupported framing condition. Secondary beam web clashing with column flange toe at skew.
295 Failed to find beam shape in profile catalog. Please make sure that correct profile catalog is selected.
296 Failed to find material grade specification for profile. Please make sure that material grade specification exists for selected profile.
297 Failed to find material grade specification for plate. Please make sure that material grade specification exists for this plate profile.
298 Weld access hole height preferences selected do not meet AISC height criteria. (p. 16.1-386 Note 2), please update weld access hole configuration.
299 Weld access hole preferences selected do not meet AISC a slope < 0 criteria. (p. 16.1-386 Note 4), please update weld access hole configuration.
300 Weld access hole preferences selected do not meet AISC b slope >=0 criteria. (p. 16.1-386 Note 4), please update weld access hole configuration.
301 Weld access hole preferences selected do not AISC min radius criteria. (p. 16.1-386 Note 3), please update weld access hole configuration.
302 Weld access hole height preferences selected do not meet W59-13 Figure 5.1 height criteria. (p. 56 Note 6), please update weld access hole configuration.
303 Weld access hole preferences selected do not meet W59-13 Figure 5.1 top slope < 0 criteria. (p. 56 Note 2), please update weld access hole configuration.
304 Weld access hole preferences selected do not meet W59-13 Figure 5.1 bottom slope >=0 criteria. (p. 56 Note 2), please update weld access hole configuration.
305 Weld access hole preferences selected do not meet W59-13 Figure 5.1 min radius criteria. (p. 56 Note 2), please update weld access hole configuration.
306 Unsupported axial load in column Pr/Pc > 1.0.
307 Unable to provide doubler plate PJP weld due to minimum thickness requirements. Please update min or max doubler plate preferences and re-run connection.
308 Part of group with failed connection.
309 Vertical Bracing Connections with Metric units are not supported yet.
310 Grouping contains connection with incorrect job override preference.
311 Workline relative to brace is located outside envelope from HEEL of min(g1,g,ybar) TO max(g) per AISC Table 1-7a.
312 Please locate single angle brace so that in-plane angle face is within 1/2 in. (10 mm) of workline plane.
313 Insufficient space at support End Plate on sloped support.