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. |
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. |
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. Verify splice location for erectability. |
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. |
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. |
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 or end plates. 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 or end plates. Please update preferences to match and re-run. |
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 2.87 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. |
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 changing angle side to avoid conflict with opposite angle. |
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. |
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 skewed Single Angle exceeds maximum 3/32 in. (3 mm) allowed. |
90 | Girder angle bolt strength calculation failed |
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. |
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. |
125 | Extended setback exceeded maximum allowed for bolt fitting. |
127 | Member rotation and/or slope combination not yet supported by Qnect. |
128 | Job id does not match with previous session job id of group connections. |
129 | Shear Plate Max Plate Thickness Calculations Failed. |
131 | Middle beam calculations failed due to concentrated support forces at gusset plate to beam flange connection. |
133 | Unable to use same bolt diameter and type because mismatching bolting preferences selected for beam flange moment connection and beam web shear connection. |
134 | Unsupported connection data at opposite moment connecitons. |
136 | Missing connection type preferences. |
138 | Incorrect or missing vertical shear force. |
139 | Please delete existing opposite connections and re-run with both moment connections selected. |
140 | Moment design load exceeds beam plastic moment capacity |
141 | Moment load values in model cannot be negative |
142 | Moments were turned off on the Minimum job Requirements page. |
143 | More than two beams in same group is not supported yet. |
144 | Non-concentric brace, beam and column centerlines not yet supported by Qnect |
145 | Non zero horizontal offset beams not supported. |
146 | Not enough beam web space |
147 | Connection length that is required to accommodate minimum number of bolt rows exceeds available space in beam web. |
148 | Not enough space for column web doubler at top of column. |
149 | Not enough welding space to connect bolted top flange plate at top of column. |
150 | Not enough welding space at doubler at top of column. |
151 | Not enough welding space to connect moment plate at top of column. |
152 | Not enough welding space at stiffener at top of column. |
153 | Knifed Angle Connection Is Not Available for NYC forces |
154 | NYC4 Integrity Load At Column Web Exceeds Yield Line Capacity. |
155 | Please delete existing opposite axial connections and re-run with both connections selected. |
156 | Differing Connection Conditions at Double Angles are not available for opposite axial connections. |
158 | Opposite Moment Connection is not Successful |
159 | Missing Top/Bottom Stabilizer Plates at one of opposite Shear Plate connections with Integrity Loads. Please update preferences to make sure that neither side needs stabilizer plates OR both sides have stabilizer plates. |
162 | Unsupported setback distance at slope. |
169 | Beam cope cut at skew preference failed. |
170 | 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. |
171 | Shear plates on obtuse side of skewed connection not yet implemented. |
172 | Shear Plate standard setback detailing issue at BEAM_TO_COLUM_WEB. |
173 | Shear Plate Strength Calculations Failed |
174 | Full Depth Shear Plate Girder Flange Weld Failed. |
175 | Shear Plate Weld Axial Capacity Failed. |
176 | Shear Plate Weld Clashes With Bolts At Support Web. |
177 | Shear Plate Support Weld Horizontal Fitting Failed. |
178 | Shear Plate Weld IBC Axial Capacity Failed. |
180 | Shear Plate Weld NYC Axial Capacity Failed. |
181 | Shear Plate Girder Weld size incompatible with setback. |
182 | Shear Plate Weld Size Preferences Failed. |
183 | Shear Plate Weld Strength Calculations Failed. |
184 | Single Angle Connections with IBC Axial load are not supported. |
185 | Single Angle Connections with IBC Axial load and passthrough reqirement are not supported. |
186 | Single Angle Connections with Axial load are not supported. |
187 | Single Angle Connections with NYC4 Axial load are not supported. |
188 | Opposite Single Angle connections where Axial is equal to % of Shear Load can only be connected if shop bolted to support. |
189 | Connections with skew less than 30 degrees are not yet supported. |
190 | Skewed moment connections are not currently supported. |
191 | Doubler plates on sloped connections are not currently supported. |
192 | Stiffener plates on sloped connections are not currently supported. |
193 | Square Groove CJP weld preference at beam flanges is not supported yet. |
195 | Insufficient Stabilizer plate group axial capacity. |
196 | Stabilizer plate system failed. |
197 | Bolt Staggering Space Constraints Check Failed. |
198 | Mismatching connection type and standard setback at shear plate preference. Please reset and update job connection type preferences. |
199 | Column stiffeners (or doublers) that are required at moment connections are clashing with already connected memebers in grouping. |
200 | Connection Successful. |
203 | Support beam or column has changed, please delete existing connection(s) in group and re-run the group as a whole. |
205 | Supported connection type not found |
206 | Unable to neck-down bolted flange plate due to clashing preferences for deck support clearances and coping radius. |
207 | Unable to determine workable gage at flange due to max allowable gage being less than min required gage. |
208 | Inadequate beam flange width for web connection required thickness and flange bolts |
209 | Unable to match shear plate side with opposite connection. |
210 | Not connected due to being a beam splice connection. |
211 | Bolt fitting issue at beam web and flange bolts. |
212 | Opposite double angle connections with Axial T/C load and Bolt Stagger preference are not supported yet. |
213 | Opposite double angle connections with IBC Integrity Section BC1615.3.2.2 load and Bolt Stagger preference are not supported yet. |
214 | Opposite double angle connections with NYC Integrity Section BC2212.2.4 load and Bolt Stagger preference are not supported yet. |
215 | Connections with Axial T/C loads where angle(s) are welded to support are not supported. |
216 | Connections with IBC or NYC axial integrity loads where angle(s) are welded to support are not supported. |
217 | Connections with IBC or NYC axial integrity loads where angle(s) are welded to support are not supported. |
218 | Unsupported brace slope |
219 | Not connected due to being a column splice connection. |
220 | Connection type preference is missing or is not supported within grouping. |
221 | Connection Type preference is not supported. |
222 | Grouping is not supported yet. |
223 | Doubler not supported for current connection type and framing condition |
224 | Connection types are not available for given part profile(s). |
225 | Unsupported Flange Plate Deck Support Preference. |
226 | Unsupported Flange Plate Width Preference. |
227 | Framing condition is not yet supported by Qnect. |
228 | Framing condition and Force(s) Combination is not yet supported by Qnect. |
229 | Qnect does not support this combination of material grade and part profile. |
230 | Unsupported gusset plate geometry |
231 | Not connected due to being a horizontal bracing connection. |
232 | Connections with horizontal offset are not yet supported by Qnect. |
233 | Unsupported hss slot length for gusset plate geometry |
234 | Unsupported LSL hole type for grouping where some bolts are shared and some are not. |
235 | Maximum bolted flange plate length preference is smaller than minimum required for (2) rows. |
236 | Opposite double angle connections with Axial T/C and OSHA preference are not supported yet. |
237 | Opposite double angle connections with IBC Integrity Section BC1615.3.2.2 load and OSHA preference are not supported yet. |
238 | Opposite double angle connections with NYC Integrity Section BC2212.2.4 load and OSHA preference are not supported yet. |
239 | Qnect does not support this profile with the chosen part catalogue. |
241 | Skewed Shear Plate connections that require stabilizer plates with axial load and skew greater than 2 degrees are not supported yet. |
242 | Unsupported skewed connection at column. |
243 | Unsupported spacing preference per AISC J3.5b |
244 | Not connected due to being a vertical bracing connection. |
245 | Unsupported Vertical Bracing Framing Condition |
246 | Unsupported vertical bracing grouping |
247 | Unsupported vertical offset at moment connection. |
249 | Vertical Bracing Connections to Column Web are not supported yet. |
250 | Vertical Bracing groups that have Skewed Vertical Brace Connections are not supported yet. |
251 | Vertical Bracing groups that have Sloped or Skewed Middle Beam Connections are not supported yet. |
252 | Vertical bracing group with across session connection already done not supported. |
253 | Vertical Bracing Groups that have Beam to Column Web Axial Connections are not supported yet |
254 | Vertical Bracing groups with Both Single Angle and HSS Brace Connections are not supported yet. |
255 | Vertical Bracing Groups With Moment Connections Are Not Supported Yet |
256 | Vertical Bracing groups with Single Angle Brace Connections are not supported yet. |
257 | Weak Axis Bending due to offset opposite Shear Plates with Axial exceeds user pref allowable. |
258 | Web bolt clashing with opposite flange. |
259 | Opposite web bolts clash with stabilizer plate. |
261 | Weld Strength Calculations failed |
262 | Weld top clearance does not meet minimum |
263 | Welded gusset plate bending calculations failed |
264 | Welded gusset plate block shear calculations failed |
265 | Welded gusset plate compression calculations failed |
266 | Welded gusset plate tension yield rupture calculations failed |
267 | Welded gusset plate combined load interaction calculations failed |
268 | Welded gusset plate shear yield rupture calculations failed |
269 | Welded gusset plate tension yield rupture calculations failed |
270 | Filler beam workpoint is not between support end points. |
271 | Inadequate space to connect beams framing to the same side of the support. |
272 | Load computed with UDL is too high. |
273 | At least one part in this connection has an unknown material. |
274 | Conflicting information in model. Moment load provided, but No selected for moment connection. |
275 | Qnect does not yet support HSS filler beams. |
276 | Conflicting information in model. Dead Load and Live Load are greater than Maximum Design Moment Load. |
277 | Conflicting information in model. Conflicting loads for Dead Load and Maximum Design Moment Load. |
278 | Conflicting information in model. No Moment load provided, but Yes selected for moment connection. |
279 | Bracing not currently supported by Qnect. |
280 | Qnect does not currently support contour plates with complex geometry. |
281 | Not connected due to user preference. |
282 | Qnect does not support groups with multiple job preferences. |
283 | Connection in Session is having an unidentified Job override preference. |
284 | Flat bar material grade does not match angle material grade. |
285 | Flat bar material grade does not match shear plate material grade. |
286 | Groups with connections framing to different mains are not supported. |
287 | More than 2 connections at one connection end. |
288 | Plate Thickness is not in allowable range for Material Grade. |
289 | Unsupported framing condition. Secondary beam web clashing with column flange toe at skew. |
290 | Failed to find beam shape in profile catalog. Please make sure that correct profile catalog is selected. |
291 | Failed to find material grade specification for profile. Please make sure that material grade specification exists for selected profile. |
292 | Failed to find material grade specification for plate. Please make sure that material grade specification exists for this plate profile. |
293 | Weld access hole height preferences selected do not meet AISC height criteria. (p. 16.1-386 Note 2), please update weld access hole configuration. |
294 | 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. |
295 | 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. |
296 | Weld access hole preferences selected do not AISC min radius criteria. (p. 16.1-386 Note 3), please update weld access hole configuration. |
297 | 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. |
298 | 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. |
299 | 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. |
300 | 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. |
301 | Unsupported axial load in column Pr/Pc > 1.0. |
302 | Unable to provide doubler plate PJP weld due to minimum thickness requirements. Please update min or max doubler plate preferences and re-run connection. |
303 | Part of group with failed connection. |
304 | Vertical Bracing Connections with Metric units are not supported yet. |
305 | Grouping contains connection with incorrect job override preference. |
306 | Workline relative to brace is located outside envelope from HEEL of min(g1,g,ybar) TO max(g) per AISC Table 1-7a. |
307 | Please locate single angle brace so that in-plane angle face is within 1/2 in. (10 mm) of workline plane. |
308 | Insufficient space at support End Plate on sloped support. |
309 | Unable to make stabilizer plate flush with top flange of beam at top of column when top flange is above the top of column. |
310 | Unable to make stabilizer plate flush with bottom flange of beam at bottom of column when bottom flange is below the bottom of column. |
311 | Column flange thickness that can be bolted is greater than allowed by the preferences. |
312 | AISC 15th B3.9.c Load At Column Web Exceeds Yield Line Capacity. |
313 | Shear plate weld AISC 15th B3.9.b axial capacity failed. |
314 | Shear plate weld AISC 15th B3.9.c axial capacity failed. |
315 | Axially Loaded connections at Column Web are not supported when there are Moment Connections at Column Flange. |
316 | Unsupported gusset geometry max width or length preferences. Please increase max gusset width or length preference and try again. |
317 | Angle material grade preference cannot be used for stiffener plate opposite beam web. Please update preferences to make sure that angle material grade designation can be used for stiffener plates opposite beam web. |
318 | Desired Connection Type to Column Flange with VB at Column Web not yet supported. |
319 | Unable to determine workable gage at angle brace leg. |
320 | Weld Electrode Non-matching Material Per AWS D1.1/D1.1M:2015 Table 3.1 not yet supported. |
321 | Weld Electrode Non-matching Material Per W59-18 Table 11.1 not yet supported. |
322 | TC bolt length needed for connection exceeds maximum length that is listed in the catalog. |
323 | Not connected due to missing forces. |
324 | Not connected due to having Axial only loads. |
325 | Not connected due to having a Moment force and the beam is sloped. |
326 | Not connected due to having a moment force and an axial force which is not yet implemented in the Qnect product. |
327 | Not connected due to having a Lateral Moment force and a Gravity Moment force. |
328 | Not connected due to being a metric connection with a moment force present which is not yet implemented in the Qnect product. |
329 | Not connected due to having Gravity Moment force. |
330 | Not connected due to having Weak Axis Moment force. |
331 | Not connected due to having Torsion force. |
332 | Not connected due to having Horizontal Shear force. |
333 | Reverse reaction force not yet available in Qnect. |
334 | Not connected due to having Lateral Moment force. |
335 | Not connected due to having Axial Compression/Tension force. |
336 | Not connected due to having Shear force. |
337 | Single Angle Connections with AISC 15th Ed. Integrity, Section B3.9.b Axial load are not supported. |
338 | Single Angle Connections with AISC 15th Ed. Integrity, Section B3.9.c Axial load are not supported. |
339 | Opposite double angle connections with AISC 15th Ed. Integrity, Section B3.9.b Axial load and OSHA preference are not supported yet. |
340 | Opposite double angle connections with AISC 15th Ed. Integrity, Section B3.9.c Axial load and OSHA preference are not supported yet. |
341 | Opposite double angle connections with AISC 15th Ed. Integrity, Section B3.9.b Axial load and Bolt Stagger preference are not supported yet. |
342 | Opposite double angle connections with AISC 15th Ed. Integrity, Section B3.9.c Axial load and Bolt Stagger preference are not supported yet. |
343 | Skewed End Plate connections are not supported yet. |
344 | Not connected due to gage or end plate size issue. |
345 | Please check that minimum and maximum Moment Plate thickness preferences are within limits set by Material Grade specification. |
346 | Please check that minimum and maximum Shear Plate thickness preferences are within limits set by Material Grade specification. |
347 | Please check that minimum and maximum Beam Web Stiffener Plate thickness preferences are within limits set by Material Grade specification. |
348 | Please check that minimum and maximum Column Web Stiffener Plate thickness preferences are within limits set by Material Grade specification. |
349 | Please check that minimum and maximum Beam Web Doubler Plate thickness preferences are within limits set by Material Grade specification. |
350 | Please check that minimum and maximum Column Web Doubler Plate thickness preferences are within limits set by Material Grade specification. |
351 | Please check that minimum and maximum Stabilizer Plate thickness preferences are within limits set by Material Grade specification. |
352 | Please check that minimum and maximum Gusset Plate thickness preferences are within limits set by Material Grade specification. |
353 | Please check that minimum and maximum End Plate thickness preferences are within limits set by Material Grade specification. |
354 | Please check that minimum and maximum Shim Plate thickness preferences are within limits set by Material Grade specification. |
355 | Please check that minimum and maximum Deck Support Plate thickness preferences are within limits set by Material Grade specification. |
356 | W shape bracing not currently supported by Qnect. |
357 | WT shape bracing not currently supported by Qnect. |
358 | M shape bracing not currently supported by Qnect. |
359 | MT shape bracing not currently supported by Qnect. |
360 | S shape bracing not currently supported by Qnect. |
361 | ST shape bracing not currently supported by Qnect. |
362 | HP shape bracing not currently supported by Qnect. |
363 | C shape bracing not currently supported by Qnect. |
364 | MC shape bracing not currently supported by Qnect. |
365 | HSS ROUND shape bracing not currently supported by Qnect. |
366 | PIPE shape bracing not currently supported by Qnect. |
367 | PLATE shape bracing not currently supported by Qnect. |
368 | BAR shape bracing not currently supported by Qnect. |
370 | Vertical Bracing groups with Single Angle to Column Web Connections are not supported yet. |
371 | Vertical Bracing groups with different brace types are not supported yet. |
372 | Connection type preference is not supported with framing condition. |
373 | Connection type preference is not supported with the load combination. |
374 | Failed to connect middle beam, and top or bottom gusset with setback preference. Please review setback preferences and re-run vb grouping. |
375 | Failed to connect middle beam due to additional vertical load from gusset connection(s). |
376 | Flange of a beam in Vertical Bracing connection is clashing with flange of a beam that was already connected in previous session. |
377 | Flange of a beam in Moment Connection is clashing with flange of a beam that was already connected in previous session. |
378 | Qnect internal error, please contact Qnect help desk at customersupport@qnect.com |
380 | Opposite moment connection beam flange elevation difference exceeds allowable per user preference. |
381 | Unsupported Cope and Setback cut at sloped connections preference. |
382 | Connections with AISC15B39B axial integrity loads where angle(s) are welded to support are not supported. |
383 | Connections with AISC15B39C axial integrity loads where angle(s) are welded to support are not supported. |
384 | Grouping contains existing connection from another session with a different Plate Thickness Catalog preference. Please make sure that Plate Thickness Catalog preferences are matching and try again. |
385 | Grouping contains existing connection from another session with a different Engineering Units preference. Please make sure that Engineering Units preferences are matching and try again. |
386 | Unable to use Galvanized bolt assembly due to preferences mismatch. Selected Galvanized on Qnect UDA but missing a matching bolt standard preference A325 or A325_GALV. |
387 | Unable to use Galvanized bolt assembly due to preferences mismatch. Selected Galvanized on Qnect UDA but missing a matching bolt standard preference Group A or Group A - GALV. |
388 | Unsupported framing condition at Plate Girder. |
389 | Unsupported connection type at Plate Girder. |
390 | Unsupported framing format at Plate Girder. |
391 | Not connected due to incompatible user preferences of OSHA Drop or Eliminate, with max # beam web bolt rows, without user permission for max # rows-1. |
392 | Opposite connections at Column Flange that are done in different sessions and have eccentricity to column centerline preference are not supported. |
393 | Please check that minimum and maximum Plate Girder Web thickness preferences are within limits set by Material Grade specification. |
394 | Please check that minimum and maximum Plate Girder flange thickness preferences are within limits set by Material Grade specification. |
395 | Support Column calculations failed due to Axial T/C forces at beam to column flange connection. |
396 | Unable to provide radius at moment plate inside corner due to setback from column flange toe. Please use a smaller corner radius preference or increase setback distance to be greater than or equal to corner radius. |
397 | End plates with integrity loads not yet functional. |
398 | Unsupported opposite connection types with shared bolts. |
402 | Flat bar material grade does not match end plate material grade. |
403 | Member rotation and/or slope are not supported at End Plate connections yet. |
404 | Groupings with Single Angle Vertical Brace that has an angle leg greater than 10 in. (255 mm) are not supported yet. |
405 | Column Splice groupings that have other connections at column are not supported yet. |
406 | Unsupported Column Splice geometry. |
407 | Could not find job preferences specified for this beam end. Please review Qnect UDA input related to Job Preferences, Reengineer/Revise options. |
408 | AISC Table 14-3 Gravity Column Splice connections are disabled on the job preferences. |
409 | Typical Column Splices per AISC Table 14-3 apply with axial compression column loads only. |
410 | Column splice connections with columns that are not nominally same depth are not supported yet. |
411 | Single Angle Vertical Brace connections with mismatching job preferences at brace ends are not supported in concurrent sessions. |
412 | Not connected due to Tekla UDA - End conditions - Moment connection symbol = No. Please check Tekla UDA Moment connection preferences and try again. |
413 | Vertical offset of a middle beam above the top or below the bottom of a column is not supported yet. |
414 | Insufficient Single Angle Vertical Brace Tension Yield Rupture capacity. Please review Brace Axial T/C forces and preferences and try again. |
415 | Please fill out HSS Vertical Bracing at Column Flange preferences and try again. |
416 | Please fill out Single Angle Vertical Bracing at Column Flange preferences and try again. |
417 | Please fill out HSS Vertical Bracing at Column Web preferences and try again. |
418 | Please fill out Single Angle Vertical Bracing at Column Web preferences and try again. |
419 | Filler beam rotations greater than 1:12 slope from vertical not yet functional in Qnect. |
420 | Please locate single angle brace so that in-plane angle face is within 1 1/4 in. (10 mm) of workline plane. |
421 | Bolting preferences specified for Single Angle Vertical Brace connections do not have a bolt type that was used at other end of the brace. Please fix preferences and try again. |
422 | Gusset Plate thickness preferences specified for Single Angle Vertical Brace do not a have thickness that was used at other end of the brace. Please fix preferences and try again. |
423 | Could not identify the support member to connect to or the support member is not supported by Qnect. |
424 | Unable to connect due to a detailing clash with an opposite connection that was connected in a previous session. |
425 | Missing job preferences for this upper and lower column combination at column splice connection. |
426 | Beam ends come to the same point. Extend one end min distance to provide connection. |
427 | Lifting hole preferences at column web are not supported at this lower column profile. |
428 | Lifting hole preferences at flange plate are not supported at this column splice detail. |
429 | Gap greater than 3/16 in. (5 mm) at a weld on a skewed fitting requires a Bevel Prep or PJP-Fillet weld (AWS), these options are not yet available at Full Depth Shear Plate connections. |
430 | Framing condition and/or design parameters not currently supported for Fatigue loads. |
431 | Supported connection type not found and there was no preference provided on the Estimating Shear Plate Standard Part Details for Failed Connections page. |
432 | Supported connection type not found and there was no preference provided on the Estimating Double Angles Bolted Bolted Standard Part Details for Failed Connections page. |
433 | Supported connection type not found and there was no preference provided on the Estimating Double Angles Welded Bolted Standard Part Details for Failed Connections page. |
434 | Unable to use job override preferences. Please check user access/permissions and try again. |
435 | Grouping contains a profile (shape) that is not supported yet. |
436 | This upper and lower column splice combination is not currently supported. |
437 | The upper and lower column splice combination with dl - du > 2.25 in. is not currently supported. |
438 | Unable to make an End Plate connection at Column Web due to HSS beam profile width. |
439 | Unable to make an End Plate connection at Column Flange due to HSS beam profile width. |
440 | New connection at beam end did not match previous connection data. Please check selection and connection data for any revisions and try again. |
441 | Unexpected error. Please contact qnect support. |
442 | Unsupported Wide Flange Vertical Brace geometry or position. |
443 | Please fill out Wide Flange Vertical Bracing at Column Flange preferences and try again. |
444 | Please fill out Wide Flange Vertical Bracing at Column Web preferences and try again. |
445 | Wide Flange Vertical Bracing connections at Column Flange are not supported yet. |
446 | Wide Flange Vertical Bracing connections at Column Web are not supported yet. |
447 | Unsupported WF Vertical Bracing geometry, the WF vertical brace web is not on the same plane with the middle beam web. |
448 | Update Job Preferences to allow Qnect to take Axial Load in Beam Flanges to Design Concurrent Moment and Axial Connections. |