As an addition if using Android or iOS mobile inspections then you must use the remote transaction broker. Process Immediately is not an option for these applications at this time.
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Forum Post: RE: Tablet Inspection Checksheet - Auto Upload Process
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Forum Post: Difference in KL/R calculation
I have 2 equal members (173;178) I assigned to them the design parameter KZ=0.5 in order to reduce the slenderness for flexion arround "Z" axis. Finally, the output of the software shows this: I can't understand why the software gives that difference (and see that the Ratio is almost the same, because they have almost the same axial force, so, calculation is OK). I think left image is OK because it is considering the parameter Kz=0.5 so slenderness arround "Z" axis is 106 and the critical slenderness is now slenderness arround "y" axis that is 157. Although calculation is OK I really want to know where is the problem because I need to be sure that the software is working fine. Looking forward for your response. Thanks in advance. Juan Ferreyra
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Forum Post: RE: DC - single parts drawing update - containment list not updated?
Hi Brian, After copying your fitting, you need to do positioning and then go to Detail Center and update it. After updating you will see one part must be in red and the copied one also to be included in that one, if there is no change you did after copying. And then I believe it should come in Containment list in drawing.
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Forum Post: RE: CadScript to Bentley Map/Opencities upgrade-Advanced Map Finishing Tools
CadScript is only available for Map V8i. What specific tools are you using? Perhaps there are tools in OpenCities Map CONNECT Edition that can be used as a workaround.
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Forum Post: RE: New and Changed in OpenCities Map CONNECT Edition Update 3
The Help file erroneously mentioned that 3D Textures is included in UP3. This is not the case. Our apologies for this misinformation.
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Forum Post: RE: How do I disable all users the ability to use bylevel in CONNECT. I have tried adding the Workmode Capability statement to my configuration file but does not work. I was able to disable the bylevel option in V8i using the method mentioned earlier. Than
defect #1014889 has been filed for this issue.
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Forum Post: RE: Difference in KL/R calculation
Could you please attach that STAAD.Pro model?
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Forum Post: RE: Prostructures/Microstation - CE - Incorrect NC output
We will need to have your original model and your version number for further procedure. Many thanks.
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Forum Post: RE: Difference in KL/R calculation
STAAD SPACE DXF IMPORT OF UNIFILAR.DXF START JOB INFORMATION ENGINEER DATE 25-Mar-19 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KG JOINT COORDINATES 1 1426.88 5145.69 0; 2 -253.113 5145.69 0; 3 -253.113 5145.69 -1500; 4 -253.113 5145.69 -1850; 5 -253.113 5145.69 -3350; 6 1426.88 5145.69 -3350; 7 1426.88 9045.72 0; 8 -253.113 9045.72 0; 9 -253.113 9045.72 -1500; 10 -253.113 9045.72 -1850; 11 -253.113 9045.72 -3350; 12 1426.88 9045.72 -3350; 13 1426.88 12945.7 0; 14 -253.113 12945.7 0; 15 -253.113 12945.7 -1500; 16 -253.113 12945.7 -1850; 17 -253.113 12945.7 -3350; 18 1426.88 12945.7 -3350; 19 1426.88 16695.7 0; 20 -253.113 16695.7 0; 21 -253.113 16695.7 -1500; 22 -253.113 16695.7 -1850; 23 -253.113 16695.7 -3350; 24 1426.88 16695.7 -3350; 25 -253.113 20445.7 0; 26 -253.113 20445.7 -1500; 27 -253.113 20445.7 -1850; 28 -253.113 20445.7 -3350; 29 -253.113 24195.7 0; 30 -253.113 24195.7 -1500; 31 -253.113 24195.7 -1850; 32 -253.113 24195.7 -3350; 33 -253.113 27945.7 0; 34 -253.113 27945.7 -1500; 35 -253.113 27945.7 -1850; 36 -253.113 27945.7 -3350; 37 6426.88 2920.72 0; 38 6426.88 2920.72 -1500; 39 6426.88 2920.72 -1850; 40 6426.88 2920.72 -3350; 41 4626.89 2920.72 -3350; 42 4626.89 2920.72 0; 43 1426.88 745.667 -3350; 44 6426.88 7095.7 0; 45 6426.88 7095.7 -1500; 46 6426.88 7095.7 -1850; 47 6426.88 7095.7 -3350; 48 4626.89 7095.7 -3350; 49 4626.89 7095.7 0; 50 6426.88 10995.7 9.095e-013; 51 6426.88 10995.7 -1500; 52 6426.88 10995.7 -1850; 53 6426.88 10995.7 -3350; 54 4626.89 10995.7 -3350; 55 4626.89 10995.7 9.095e-013; 57 1426.88 20445.7 0; 58 1426.88 20445.7 -3350; 59 1426.88 24195.7 0; 60 1426.88 24195.7 -3350; 61 1426.88 27945.7 0; 62 6426.88 14820.7 0; 63 6426.88 14820.7 -1500; 64 6426.88 14820.7 -1850; 65 6426.88 14820.7 -3350; 66 4126.89 14820.7 -3350; 67 4126.89 14820.7 0; 68 6426.88 18570.7 0; 69 6426.88 18570.7 -1500; 70 6426.88 18570.7 -1850; 71 6426.88 18570.7 -3350; 72 4126.89 18570.7 -3350; 73 4126.89 18570.7 0; 74 6426.88 22320.7 0; 75 6426.88 22320.7 -1500; 76 6426.88 22320.7 -1850; 77 6426.88 22320.7 -3350; 78 4126.89 22320.7 -3350; 79 4126.89 22320.7 0; 80 6426.88 26070.7 0; 81 6426.88 26070.7 -1500; 82 6426.88 26070.7 -1850; 83 6426.88 26070.7 -3350; 84 4126.89 26070.7 -3350; 85 4126.89 26070.7 0; 86 4626.89 2920.72 -1500; 87 1426.88 5145.69 -1500; 88 4626.89 7095.7 -1500; 89 1426.88 9045.72 -1500; 90 4626.89 10995.7 -1500; 91 1426.88 12945.7 -1500; 92 4126.89 14820.7 -1500; 93 1426.88 16695.7 -1500; 94 4126.89 18570.7 -1500; 95 1426.88 20445.7 -1500; 96 4126.89 22320.7 -1500; 97 1426.88 24195.7 -1500; 98 4126.89 26070.7 -1500; 99 1426.88 27945.7 -1500; 100 1426.88 745.667 -1850; 101 4626.89 2920.72 -1850; 102 1426.88 5145.69 -1850; 103 4626.89 7095.7 -1850; 104 1426.88 9045.72 -1850; 105 4626.89 10995.7 -1850; 106 1426.88 12945.7 -1850; 107 4126.89 14820.7 -1850; 108 1426.88 16695.7 -1850; 109 4126.89 18570.7 -1850; 110 1426.88 20445.7 -1850; 111 4126.89 22320.7 -1850; 112 1426.88 24195.7 -1850; 113 4126.89 26070.7 -1850; 114 -253.113 745.667 0; 115 -253.113 745.667 -3350; 116 6426.88 746 0; 118 6426.88 27945.7 0; 119 6426.88 745.667 -3350; 120 6426.88 27945.7 -3350; 123 -253.113 5145.69 -5050; 124 1426.88 5145.69 -5050; 125 -253.113 9045.72 -5050; 126 1426.88 9045.72 -5050; 127 -253.113 12945.7 -5050; 128 1426.88 12945.7 -5050; 129 -253.113 16695.7 -5050; 130 1426.88 16695.7 -5050; 131 -253.113 20445.7 -5050; 132 1426.88 20445.7 -5050; 133 -253.113 24195.7 -5050; 134 1426.88 24195.7 -5050; 135 -253.113 27945.7 -5050; 136 1426.88 27945.7 -3350; 137 1426.88 27945.7 -5050; MEMBER INCIDENCES 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 6 5; 6 7 8; 7 8 9; 8 9 10; 9 10 11; 10 12 11; 11 13 14; 12 14 15; 13 15 16; 14 16 17; 15 18 17; 16 19 20; 17 20 21; 18 21 22; 19 22 23; 20 24 23; 21 25 26; 22 26 27; 23 27 28; 24 29 30; 25 30 31; 26 31 32; 27 33 34; 28 34 35; 29 35 36; 30 37 38; 31 38 39; 32 39 40; 33 40 41; 34 37 42; 35 43 41; 36 42 1; 37 44 45; 38 45 46; 39 46 47; 40 47 48; 41 44 49; 42 6 48; 43 49 7; 44 50 51; 45 51 52; 46 52 53; 47 53 54; 48 50 55; 49 12 54; 50 55 13; 51 57 25; 52 58 28; 53 59 29; 54 60 32; 55 61 33; 56 62 63; 57 63 64; 58 64 65; 59 65 66; 60 62 67; 61 18 66; 62 67 19; 63 68 69; 64 70 71; 65 71 72; 66 68 73; 67 24 72; 68 73 57; 69 74 75; 70 76 77; 71 77 78; 72 74 79; 73 58 78; 74 79 59; 75 80 81; 76 82 83; 77 83 84; 78 80 85; 79 60 84; 80 85 61; 81 86 87; 82 88 89; 83 90 91; 84 92 93; 85 94 95; 86 96 97; 87 98 99; 88 100 101; 89 102 103; 90 104 105; 91 106 107; 92 108 109; 93 110 111; 94 112 113; 95 39 101; 96 38 86; 97 102 4; 98 87 3; 99 46 103; 100 45 88; 101 104 10; 102 89 9; 103 106 16; 104 91 15; 105 108 22; 106 93 21; 107 110 27; 108 95 26; 109 112 31; 110 97 30; 111 99 34; 112 52 105; 113 51 90; 114 64 107; 115 63 92; 116 70 109; 117 69 94; 118 76 111; 119 75 96; 120 82 113; 121 81 98; 122 69 70; 123 75 76; 124 81 82; 125 114 2; 126 2 8; 127 8 14; 128 14 20; 129 20 25; 130 25 29; 131 29 33; 132 115 5; 133 5 11; 134 11 17; 135 17 23; 136 23 28; 137 28 32; 138 32 36; 139 116 37; 140 37 44; 141 44 50; 142 50 62; 143 62 68; 144 68 74; 145 74 80; 146 80 118; 147 119 40; 148 40 47; 149 47 53; 150 53 65; 151 65 71; 152 71 77; 153 77 83; 154 83 120; 155 119 37; 156 37 47; 157 47 50; 158 50 65; 159 65 68; 160 68 77; 161 77 80; 162 83 74; 163 74 71; 164 71 62; 165 62 53; 166 53 44; 167 44 40; 168 40 116; 169 115 2; 170 2 11; 171 11 14; 172 14 23; 173 23 25; 174 25 32; 175 32 33; 176 36 29; 177 29 28; 178 28 20; 179 20 17; 180 17 8; 181 8 5; 182 5 114; 183 5 123; 184 6 124; 185 11 125; 186 12 126; 187 17 127; 188 18 128; 189 23 129; 190 24 130; 191 28 131; 192 58 132; 193 32 133; 194 60 134; 195 36 135; 196 136 137; 197 120 136; 198 136 36; DEFINE MATERIAL START ISOTROPIC STEEL E 20904.2 POISSON 0.3 DENSITY 7.83341e-006 ALPHA 1.2e-005 DAMP 0.03 TYPE STEEL STRENGTH FY 25.8192 FU 41.584 RY 1.5 RT 1.2 END DEFINE MATERIAL MEMBER PROPERTY EUROPEAN 125 TO 154 TABLE ST IPE180 1 5 6 10 11 15 16 20 33 TO 36 40 TO 43 47 TO 55 59 TO 62 65 TO 68 71 TO 74 - 77 TO 121 TABLE ST UPN220 2 TO 4 7 TO 9 12 TO 14 17 TO 19 21 TO 32 37 TO 39 44 TO 46 56 TO 58 63 64 - 69 70 75 76 122 TO 124 197 198 TABLE ST UPN280 MEMBER PROPERTY EUROPEAN 183 TO 196 TABLE ST UPN100 UNIT METER KG MEMBER PROPERTY AMERICAN 155 TO 182 TABLE LD L30304 UNIT MMS KG CONSTANTS MATERIAL STEEL ALL SUPPORTS 43 100 114 TO 116 119 PINNED 123 TO 135 137 FIXED BUT FX FZ MX MY MZ MEMBER TRUSS 155 TO 182 MEMBER RELEASE 2 7 12 17 21 24 27 30 33 34 37 40 41 44 47 48 56 59 60 63 65 66 69 71 72 75 - 77 78 95 96 99 100 112 TO 121 183 TO 197 START MZ 1 4 TO 6 9 TO 11 14 TO 16 19 20 23 26 29 32 39 46 51 TO 55 58 64 70 76 97 - 98 101 TO 111 198 END MZ LOAD 1 LOADTYPE Dead TITLE DL SELFWEIGHT Y -1.1 LOAD 2 LOADTYPE Live REDUCIBLE TITLE LL UNIT METER KG MEMBER LOAD 1 5 6 10 11 15 16 20 33 TO 36 40 TO 43 47 TO 55 59 TO 62 65 TO 68 71 TO 74 - 77 TO 121 UNI GY -375 LOAD 3 LOADTYPE Live REDUCIBLE TITLE LP MEMBER LOAD 35 36 81 88 CON GY -68 1.949 42 43 49 50 82 83 89 90 CON GY -68 1.8735 61 62 67 68 73 74 79 80 84 TO 87 91 TO 94 CON GY -68 1.6435 LOAD 4 LOADTYPE Live REDUCIBLE TITLE LD1 MEMBER LOAD 49 61 67 73 79 90 TO 94 UNI GY -375 LOAD 5 LOADTYPE Live REDUCIBLE TITLE LD2 MEMBER LOAD 47 48 59 60 65 66 71 72 77 78 112 TO 121 UNI GY -375 LOAD 6 LOADTYPE Live REDUCIBLE TITLE W1 MEMBER LOAD 125 TO 127 132 TO 134 139 TO 141 147 TO 149 UNI GZ -6 128 129 135 136 142 143 150 151 UNI GZ -7 130 131 137 138 144 TO 146 152 TO 154 UNI GZ -8 155 TO 157 166 TO 171 180 TO 182 UNI GZ -10 158 159 164 165 172 173 178 179 UNI GZ -12 160 TO 163 174 TO 177 UNI GZ -13 1 5 6 10 33 TO 36 40 TO 43 47 TO 50 81 TO 83 88 TO 90 95 TO 102 112 - 113 UNI GZ -4 11 15 16 20 59 TO 62 65 TO 68 84 85 91 92 103 TO 106 114 TO 117 UNI GZ -4 51 TO 55 71 TO 74 77 TO 80 86 87 93 94 107 TO 111 118 TO 121 UNI GZ -5 197 198 UNI GZ -57 LOAD 7 LOADTYPE Live REDUCIBLE TITLE W2 MEMBER LOAD 125 TO 127 132 TO 134 139 TO 141 147 TO 149 UNI GX 6 128 129 135 136 142 143 150 151 UNI GX 7 130 131 137 138 144 TO 146 152 TO 154 UNI GX 8 2 TO 4 7 TO 9 30 TO 32 37 TO 39 UNI GX 43 12 TO 14 17 18 44 TO 46 56 TO 58 UNI GX 50 21 TO 29 63 64 69 70 75 76 122 TO 124 UNI GX 57 155 TO 157 166 TO 171 180 TO 182 UNI GX 10 158 159 164 165 172 173 178 179 UNI GX 12 160 TO 163 174 TO 177 UNI GX 13 35 36 42 43 49 50 81 TO 83 88 TO 90 UNI GX 4 61 62 67 68 84 85 91 92 UNI GX 4 73 74 79 80 86 87 93 94 UNI GX 5 183 TO 186 UNI GX 15 187 TO 190 UNI GX 18 191 TO 196 UNI GX 20 LOAD 101 LOADTYPE None TITLE 1.4 DL REPEAT LOAD 1 1.4 LOAD 102 LOADTYPE None TITLE 1.2 DL + 1.6 LL REPEAT LOAD 1 1.2 2 1.6 LOAD 103 LOADTYPE None TITLE 1.2 DL + 1.6 LP REPEAT LOAD 1 1.2 3 1.6 LOAD 104 LOADTYPE None TITLE 1.2 DL + 1.5 W1 + LL REPEAT LOAD 1 1.2 2 1.0 6 1.5 LOAD 105 LOADTYPE None TITLE 1.2 DL + 1.5 W1 + LP REPEAT LOAD 1 1.2 3 1.0 6 1.5 LOAD 106 LOADTYPE None TITLE 1.2 DL + 1.5 W1 + LD1 REPEAT LOAD 1 1.2 4 1.0 6 1.5 LOAD 107 LOADTYPE None TITLE 1.2 DL + 1.5 W2 + LL REPEAT LOAD 1 1.2 2 1.0 7 1.5 LOAD 108 LOADTYPE None TITLE 1.2 DL + 1.5 W2 + LP REPEAT LOAD 1 1.2 3 1.0 7 1.5 LOAD 109 LOADTYPE None TITLE 1.2 DL + 1.5 W2 + LD2 REPEAT LOAD 1 1.2 5 1.0 7 1.5 LOAD 110 LOADTYPE None TITLE 0.9 DL + 1.5 W1 REPEAT LOAD 1 0.9 6 1.5 LOAD 111 LOADTYPE None TITLE 0.9 DL + 1.5 W2 REPEAT LOAD 1 0.9 7 1.5 LOAD 201 LOADTYPE None TITLE DL + LL REPEAT LOAD 1 1.0 2 1.0 LOAD 202 LOADTYPE None TITLE DL + LP REPEAT LOAD 1 1.0 3 1.0 LOAD 203 LOADTYPE None TITLE DL + W1 REPEAT LOAD 1 1.0 6 1.0 LOAD 204 LOADTYPE None TITLE DL + W2 REPEAT LOAD 1 1.0 7 1.0 LOAD 205 LOADTYPE None TITLE DL + 0.7 (W1 + LL) REPEAT LOAD 1 1.0 2 0.7 6 0.7 LOAD 206 LOADTYPE None TITLE DL + 0.7 (W1 + LP) REPEAT LOAD 1 1.0 3 0.7 6 0.7 LOAD 207 LOADTYPE None TITLE DL + 0.7 (W1 + LD1) REPEAT LOAD 1 1.0 4 0.7 6 0.7 LOAD 208 LOADTYPE None TITLE DL + 0.7 (W2 + LL) REPEAT LOAD 1 1.0 2 0.7 7 0.7 LOAD 209 LOADTYPE None TITLE DL + 0.7 (W2 + LP) REPEAT LOAD 1 1.0 3 0.7 7 0.7 LOAD 210 LOADTYPE None TITLE DL + 0.7 (W2 + LD2) REPEAT LOAD 1 1.0 5 0.7 7 0.7 PERFORM ANALYSIS PRINT ALL DEFINE ENVELOPE 101 TO 111 ENVELOPE 1 TYPE STRENGTH 201 TO 210 ENVELOPE 2 TYPE SERVICEABILITY END DEFINE ENVELOPE LOAD LIST ENV 1 2 PARAMETER 1 CODE AISC UNIFIED 2010 KZ 0.5 MEMB 155 TO 182 DJ1 114 MEMB 125 TO 131 DJ1 115 MEMB 132 TO 138 DJ1 116 MEMB 139 TO 146 DJ1 119 MEMB 147 TO 154 DJ2 36 MEMB 132 TO 138 DJ2 33 MEMB 125 TO 131 DJ2 120 MEMB 147 TO 154 DJ2 118 MEMB 139 TO 146 DJ1 36 MEMB 27 TO 29 197 198 DJ1 32 MEMB 24 TO 26 DJ1 28 MEMB 21 TO 23 DJ1 23 MEMB 17 TO 19 DJ1 17 MEMB 12 TO 14 DJ1 11 MEMB 7 TO 9 DJ1 5 MEMB 2 TO 4 DJ1 83 MEMB 75 76 124 DJ1 77 MEMB 69 70 123 DJ1 71 MEMB 63 64 122 DJ1 65 MEMB 56 TO 58 DJ1 53 MEMB 44 TO 46 DJ1 47 MEMB 37 TO 39 DJ1 40 MEMB 30 TO 32 DJ2 120 MEMB 197 198 DJ2 33 MEMB 27 TO 29 DJ2 29 MEMB 24 TO 26 DJ2 25 MEMB 21 TO 23 DJ2 20 MEMB 17 TO 19 DJ2 14 MEMB 12 TO 14 DJ2 8 MEMB 7 TO 9 DJ2 2 MEMB 2 TO 4 DJ2 80 MEMB 75 76 124 DJ2 74 MEMB 69 70 123 DJ2 68 MEMB 63 64 122 DJ2 62 MEMB 56 TO 58 DJ2 50 MEMB 44 TO 46 DJ2 44 MEMB 37 TO 39 DJ2 37 MEMB 30 TO 32 DFF 400 MEMB 125 TO 154 DFF 300 MEMB 1 5 6 10 11 15 16 20 33 TO 36 40 TO 43 47 TO 55 59 TO 62 - 65 TO 68 71 TO 74 77 TO 121 DFF 250 MEMB 2 TO 4 7 TO 9 12 TO 14 17 TO 19 21 TO 32 37 TO 39 44 TO 46 56 - 57 TO 58 63 64 69 70 75 76 122 TO 124 183 TO 198 TRACK 2 ALL CHECK CODE ALL FINISH Thanks for answering me! Input Code attached!
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File: OpenBuildings Deployment Guide for ProjectWise Managed Configurations v1.1
OpenBuildings Deployment Guide for ProjectWise Managed Configurations v1.1 - This document specifically addresses OpenBuildings CONNECT Edition Managed Configuration integration with ProjectWise CONNECT Edition.
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File: OpenBuildings ProjectWise Application definitions (OpenBuildings_CE-appinfo.zip)
OpenBuildings_CE-appinfo.zip contains the XML file which defines the ProjectWise application definitions for OpenBuildings and the corresponding application icons, which can be imported using the administrative dmsconv.exe utility. Instructions on how to apply the XML, using the dmsconv.exe are include within the XML file.
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Forum Post: RE: Ortho Raster - UTM to State Plane Re-projection Issue
I am having a similar problem attaching a raster I have set my dgn to the appropriate GCS and have set the raster to the GCS that is defined in its header. However, the raster is far off of where it should be. According to the included xml file, it should be in NAD 1983/2011 StatePlane New York East FIPS 3101 Ft US. It seems as though the raster is being attached in the wrong units. As a test, I attempted to change the raster's origin and scale by dividing the values in its properties (x,y, and scale) by 3.2808. This put the raster close to where it ought to be. I see in one of the answers below that I can force this change by toggling "Use Unit Definition Geokey..." setting in the Raster Manager Preferences. But, for some reason, those settings are not available to me (see the attached screen shot). Is there any way for me to fix this? Thanks, Mike
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Forum Post: RE: Invisible Text
self reference in your dgn file to the text model, work in your text model
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Forum Post: RE: ProjectWise Integration Module for AutoCad & Civil 3D 2018 Released
I still don't see it. There are modules for office 2016 but none for Autocad or Civil 3d...Please provide a direct link if one exists. Thanks!
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Wiki Page: Creating a DLD for Stream Data
Overview This page describes the process of creating a Data Loading Descriptor (DLD) for a file containing stream data. You do not need to create a DLD for each data file that you wish to import - you only need one per file format. Normally, there will be one file format per type of survey that you might wish to import. However, it is possible that you might have more than one file format for the same type of survey, in which case you will need more than one DLD - one for each of those formats. The page only covers the parts of the process specific to stream data DLDs. For the parts of the process common to all DLDs, see the DLD Basics page. Step 1 - Data Columns When setting up a DLD that reads from a database table, Optram will be able to read the table's metadata in order to know what type of data is in each of the table's columns. However, when reading from a text file this is not possible. Therefore you must tell Optram what type of data each column represents. This is done with the Data Preview user interface shown below. The Data Preview shows the first few lines of the file, showing the data using Optram's best guesses at the data type of each column. It is always best to confirm that the data in these columns is correct by clicking the "Edit Columns" link at the base of this preview window. This will show you a list of the columns and their guessed data types, and give you the opportunity to correct any data types that Optram has guessed incorrectly. This dialog lets you review and correct the data type of each column. Pressing the "Add Column" button will add an extra 'virtual' column to the file. These virtual columns may contain fixed data (for example you could use them to add a column containing the type of data that is contained in the file so that it can be used as an attribute) or may contain data from one or more other columns combined together. Step 2 - Import Options After confirming data types for the columns, you need to set the options for import. These are laid out in a number of groups. The 'Where Clause' lets you put in a clause in Structured Query Language (SQL) so that only a subset of the lines in the file are imported. The clause should begin with the word "where" and may use column names, for example "where Chainage < 6571.5". Note that, if supplied, this clause is used to filter all rows of all files that are imported using the DLD, not just the file that is being previewed. The next three settings are saved in the DLD but are only used if the DLD is being used to load the file that is being used as a template directly from this user interface. When the DLD is used by Linear Data Analysis (LDA) scripts to load files the equivalent settings are specified in the LDA script command itself. The Survey Name, Data Type, and Survey Date are used by the Optram system to recognise individual surveys and locate them in time relative to one another. Note that the Survey Date should be the date on which the measurements contained in the file were taken, not the date on which the file was imported. After the three import settings are a number of settings that determine how Optram should map the stream data in the file onto one or more tracks. The first of these settings - Track - is the simplest, and tells Optram which column in the file represents the name of the track along which the survey is being measured. The rest require some further explanation. When tracks are being surveyed and measured, the data that is gathered is taken as a series of point measurements at regular intervals.
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Forum Post: RE: RAM Elements - Torsion Design
bump - any thoughts on this Seth Guthrie
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Forum Post: ProjectWise WSG: how to run a spatial query
According to the WSG policies (Policies/PolicyAssertion/Persistence.SpatialQueries) it states that spatial queries are supported, along with the polygon type and the operator 'Intersects'. The WSG documentation also describes the use of WKT geometry and use of the intersects operation. I have tried to build a query but I can't find anything that works in the place of the [***] string: Repositories/[PWREP]/PW_WSG/Document?$filter=geometry'POLYGON((-1.24933 52.1257,-1.24398 52.1256,-1.24392 52.1296,-1.24926 52.1296,-1.24933 52.1257))'+intersects+ [***] In practice how does one use spatial queries? I'm using API v2.5.
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Forum Post: RAM Elements - Bearing Wall (Wood)
Was curious if it was possible to utilize the shell interfaces to more accurately model wood bearing walls in RAM Elements. Basically I'm hoping to do the following for a complicated high end residence but have never had good luck in the past. We've got wood bearing walls at the level above that do not stack on the level below. As such, we'll be placing transfer beams below those bearing walls to transfer that load out at the main floor. If I model the bearing walls above as shells, they do not act as intended when interfacing with the beams below (this is not surprising). The stiffness of those shells spans along its length rather than transferring the load vertically down to the beam as would be the case in true wood construction. Again, not surprising as we're modeling this as a stiff shell in an FEM program. My question is - is there any way that we can use Elements to do this, possibly with the interfaces? My hope is that loads are applied to those shells and the shell would simply transfer that compression vertically down to the member below it, loading it up there. Let me know what you think.
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Wiki Page: General Topics
[[- Activate Bentley Map from Civil Engineering software products]] [[- Add a hole to an existing polygon collection]] [[- Add a Watermark to a View]] [[- Attribute Masking tool]] - Auto update Editing initial values (Sync1 MDL) [[- Bentley Map Extended Properties - An MDL Application]] [[- Bentley Map V8i menu guide]] - Bing Maps [[- Cartographic Styles Intersection]] [[- Convert plain text to XFM and propagate text string to polygons]] [[- Create Print Layout when Adjust Mode is selected]] [[- Creating a custom toolbox]] [[- Creating clickable links on Feature Properties (xslt)]] [[- Define feature scale ranges]] [[- Difference between Remove in the Map Manager and Delete]] [[- Dimensions in GIS]] [[- Drop XFM features to MicroStation elements]] [[- Edit print model legend]] - Edit features in reference with Make Active for Edit (V8i only) [[- Edit features in reference with reference Activate (CONNECT Edition only)]] - Export text string and Element ID (TextNodeToTextFile VBA) - Extended Properties (xProps MDL) [[- Find Slivers]] [[- Find and Replace in Data Browser]] [[- Generating thematic classes]] [[- Keyin to set view scale]] - Labeling - Rounding and/or converting numerical properties [[- Level Symbology keyins]] - Load business properties from text strings (text2xfm VBA) [[- Print Preparation configuration variables]] [[- Round off automatically generated geometry values]] [[- Saving spatial locations]] [[- Show XFM Properties on tool tips]] [[- Transform DGN Graphics using Warp]] [[- Use Color Table preference not working]] - XFM attribute query (Feature Query VBA) - XFMize tool and example for the developer (VBA)
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Wiki Page: - Find and Replace in Data Browser
The Data Browser supports a Find and Replace option to quickly make changes to multiple rows and/or feature properties. However, it's important to note, that you must choose Search selected cells to restrict this operation to only those cells you have highlighted. Without this option enabled, you run the risk of changing all properties matching the contents of the Find field and this will occur when you have a selection of cells or not.
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