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<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>THE MEMBER      1 CAN NOT BE DESIGNED 
                 FOR BENDING AS THIS VERSION DOES NOT SUPPORT THE 
                 SELECTED SECTION, SELECT ANOTHER TYPE OF SECTION</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/248163/the-member-1-can-not-be-designed-for-bending-as-this-version-does-not-support-the-selected-section-select-another-type-of-section</link><description>Why this keeps appearing, Guys? 
 I got the same warning for HSS Rectangle standards. Can somebody help me please.</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: THE MEMBER      1 CAN NOT BE DESIGNED 
                 FOR BENDING AS THIS VERSION DOES NOT SUPPORT THE 
                 SELECTED SECTION, SELECT ANOTHER TYPE OF SECTION</title><link>https://communities.bentley.com/thread/775479?ContentTypeID=1</link><pubDate>Fri, 28 Jul 2023 14:07:32 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:28f65feb-e540-49a6-9bf0-7fcb67ae8804</guid><dc:creator>Angelo Peredo</dc:creator><description>&lt;p&gt;You might want to check it again. The first std was using UPT TABLE. The second on eis using the HSS Rectangle coming from the section database&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: THE MEMBER      1 CAN NOT BE DESIGNED 
                 FOR BENDING AS THIS VERSION DOES NOT SUPPORT THE 
                 SELECTED SECTION, SELECT ANOTHER TYPE OF SECTION</title><link>https://communities.bentley.com/thread/775478?ContentTypeID=1</link><pubDate>Fri, 28 Jul 2023 14:06:13 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:dd1e75ad-69a7-4c4f-a83b-c96bdb34aa7e</guid><dc:creator>Angelo Peredo</dc:creator><description>&lt;p&gt;STAAD SPACE&lt;br /&gt;START JOB INFORMATION&lt;br /&gt;ENGINEER DATE 18-Jul-23&lt;br /&gt;END JOB INFORMATION&lt;br /&gt;INPUT WIDTH 79&lt;br /&gt;UNIT METER KN&lt;br /&gt;JOINT COORDINATES&lt;br /&gt;1 0 0 0; 2 31 0 0; 3 0 0 3; 4 31 0 3; 5 2.5 0 0; 6 2.5 0 3; 7 28.5 0 0;&lt;br /&gt;8 28.5 0 3; 9 5.75 0 0; 10 5.75 0 3; 11 9 0 0; 12 9 0 3; 13 12.25 0 0;&lt;br /&gt;14 12.25 0 3; 15 15.5 0 0; 16 15.5 0 3; 17 18.75 0 0; 18 18.75 0 3; 19 22 0 0;&lt;br /&gt;20 22 0 3; 21 25.25 0 0; 22 25.25 0 3; 23 0 3 0; 24 31 3 0; 25 0 3 3;&lt;br /&gt;26 31 3 3; 27 2.5 3 0; 28 2.5 3 3; 29 28.5 3 0; 30 28.5 3 3; 31 5.75 3 0;&lt;br /&gt;32 5.75 3 3; 33 9 3 0; 34 9 3 3; 35 12.25 3 0; 36 12.25 3 3; 37 15.5 3 0;&lt;br /&gt;38 15.5 3 3; 39 18.75 3 0; 40 18.75 3 3; 41 22 3 0; 42 22 3 3; 43 25.25 3 0;&lt;br /&gt;44 25.25 3 3; 45 2.5 -0.3 0; 46 2.5 -0.3 3; 47 28.5 -0.3 0; 48 28.5 -0.3 3;&lt;br /&gt;53 2.5 -0.3 1.5; 54 28.5 -0.3 1.5; 67 2.5 -2.05 3; 68 2.5 -3.8 3;&lt;br /&gt;69 2.5 -5.55 3; 70 2.5 -2.05 0; 71 2.5 -3.8 0; 72 2.5 -5.55 0; 73 28.5 -2.05 3;&lt;br /&gt;74 28.5 -3.8 3; 75 28.5 -5.55 3; 76 28.5 -2.05 0; 77 28.5 -3.8 0;&lt;br /&gt;78 28.5 -5.55 0;&lt;br /&gt;MEMBER INCIDENCES&lt;br /&gt;1 3 6; 2 6 10; 3 10 12; 4 12 14; 5 14 16; 6 16 18; 7 18 20; 8 20 22; 9 22 8;&lt;br /&gt;10 8 4; 11 1 5; 12 5 9; 13 9 11; 14 11 13; 15 13 15; 16 15 17; 17 17 19;&lt;br /&gt;18 19 21; 19 21 7; 20 7 2; 21 1 3; 22 2 4; 23 1 23; 24 2 24; 25 3 25; 26 4 26;&lt;br /&gt;27 5 27; 28 6 28; 29 7 29; 30 8 30; 31 9 31; 32 10 32; 33 11 33; 34 12 34;&lt;br /&gt;35 13 35; 36 14 36; 37 15 37; 38 16 38; 39 17 39; 40 18 40; 41 19 41; 42 20 42;&lt;br /&gt;43 21 43; 44 22 44; 45 25 28; 46 28 32; 47 32 34; 48 34 36; 49 36 38; 50 38 40;&lt;br /&gt;51 40 42; 52 42 44; 53 44 30; 54 30 26; 55 23 27; 56 27 31; 57 31 33; 58 33 35;&lt;br /&gt;59 35 37; 60 37 39; 61 39 41; 62 41 43; 63 43 29; 64 29 24; 65 23 25; 66 24 26;&lt;br /&gt;67 16 36; 68 14 34; 69 12 32; 70 10 28; 71 6 25; 72 16 40; 73 18 42; 74 20 44;&lt;br /&gt;75 22 30; 76 9 27; 77 11 31; 78 13 33; 79 15 35; 80 15 39; 81 17 41; 82 19 43;&lt;br /&gt;83 21 29; 84 7 24; 85 5 6; 86 9 10; 87 11 12; 88 13 14; 89 15 16; 90 17 18;&lt;br /&gt;91 19 20; 92 21 22; 93 7 8; 94 27 28; 95 31 32; 96 33 34; 97 35 36; 98 37 38;&lt;br /&gt;99 39 40; 100 41 42; 101 43 44; 102 29 30; 113 5 45; 114 6 46; 115 7 47;&lt;br /&gt;116 8 48; 121 45 53; 122 47 54; 123 53 46; 124 54 48; 137 46 67; 138 67 68;&lt;br /&gt;139 68 69; 140 45 70; 141 70 71; 142 71 72; 143 48 73; 144 73 74; 145 74 75;&lt;br /&gt;146 47 76; 147 76 77; 148 77 78;&lt;br /&gt;ELEMENT INCIDENCES SHELL&lt;br /&gt;103 9 11 12 10; 104 11 13 14 12; 105 13 15 16 14; 106 15 17 18 16;&lt;br /&gt;107 17 19 20 18; 108 19 21 22 20; 109 21 7 8 22; 110 7 2 4 8; 111 3 1 5 6;&lt;br /&gt;112 6 5 9 10;&lt;br /&gt;START GROUP DEFINITION&lt;br /&gt;MEMBER&lt;br /&gt;_300X300X7 1 TO 64 85 TO 93&lt;br /&gt;_200X200X5 65 TO 84 94 TO 102&lt;br /&gt;END GROUP DEFINITION&lt;br /&gt;START USER TABLE&lt;br /&gt;TABLE 1&lt;br /&gt;UNIT METER KN&lt;br /&gt;TUBE&lt;br /&gt;300X300X7&lt;br /&gt;0.008204 0.3 0.3 0.007 0.000117451 0.000117451 0.000176076 0.0042 0.0042&lt;br /&gt;150X300X5&lt;br /&gt;0.0044 0.15 0.3 0.005 1.80617e-05 5.29617e-05 4.15841e-05 0.0015 0.003&lt;br /&gt;200X200X5&lt;br /&gt;0.0039 0.2 0.2 0.005 2.47325e-05 2.47325e-05 3.70744e-05 0.002 0.002&lt;br /&gt;300X200X5&lt;br /&gt;0.0049 0.3 0.2 0.005 6.38408e-05 3.42408e-05 6.75332e-05 0.003 0.002&lt;br /&gt;250X250X5&lt;br /&gt;0.0049 0.25 0.25 0.005 4.90409e-05 4.90409e-05 7.35306e-05 0.0025 0.0025&lt;br /&gt;300X250X5&lt;br /&gt;0.0054 0.3 0.25 0.005 7.472e-05 5.6545e-05 9.67347e-05 0.003 0.0025&lt;br /&gt;150X150X5&lt;br /&gt;0.0029 0.15 0.15 0.005 1.01742e-05 1.01742e-05 1.52431e-05 0.0015 0.0015&lt;br /&gt;END&lt;br /&gt;ELEMENT PROPERTY&lt;br /&gt;103 TO 112 THICKNESS 0.15&lt;br /&gt;DEFINE MATERIAL START&lt;br /&gt;ISOTROPIC STEEL_36_KSI&lt;br /&gt;E 1.99947e+08&lt;br /&gt;POISSON 0.3&lt;br /&gt;DENSITY 76.8191&lt;br /&gt;ALPHA 6.5e-06&lt;br /&gt;DAMP 0.03&lt;br /&gt;G 7.7221e+07&lt;br /&gt;TYPE STEEL&lt;br /&gt;STRENGTH FY 248210 FU 399894 RY 1.5 RT 1.2&lt;br /&gt;ISOTROPIC STEEL&lt;br /&gt;E 1.99947e+08&lt;br /&gt;POISSON 0.3&lt;br /&gt;DENSITY 76.8191&lt;br /&gt;ALPHA 6.5e-06&lt;br /&gt;DAMP 0.03&lt;br /&gt;G 7.7221e+07&lt;br /&gt;TYPE STEEL&lt;br /&gt;STRENGTH RY 1.5 RT 1.2&lt;br /&gt;ISOTROPIC CONCRETE&lt;br /&gt;E 2.17184e+07&lt;br /&gt;POISSON 0.17&lt;br /&gt;DENSITY 23.5615&lt;br /&gt;ALPHA 5.5e-06&lt;br /&gt;DAMP 0.05&lt;br /&gt;G 9.28137e+06&lt;br /&gt;TYPE CONCRETE&lt;br /&gt;STRENGTH FCU 27578.9&lt;br /&gt;END DEFINE MATERIAL&lt;br /&gt;MEMBER PROPERTY&lt;br /&gt;121 TO 124 137 TO 148 PRIS YD 0.6 ZD 0.6&lt;br /&gt;MEMBER PROPERTY&lt;br /&gt;113 TO 116 PRIS AX 0.16 IX 300 IY 300 IZ 300&lt;br /&gt;MEMBER PROPERTY AMERICAN&lt;br /&gt;1 TO 20 23 TO 64 TABLE ST HSST12X12X0.5&lt;br /&gt;65 TO 84 94 TO 102 TABLE ST HSST8X8X0.188&lt;br /&gt;21 22 85 TO 93 TABLE ST HSST12X8X0.188&lt;br /&gt;CONSTANTS&lt;br /&gt;MATERIAL STEEL_36_KSI MEMB 1 TO 102&lt;br /&gt;MATERIAL CONCRETE MEMB 103 TO 116 121 TO 124 137 TO 148&lt;br /&gt;SUPPORTS&lt;br /&gt;69 72 75 78 FIXED&lt;br /&gt;MEMBER RELEASE&lt;br /&gt;1 TO 102 START MP 0.99&lt;br /&gt;1 TO 102 END MP 0.99&lt;br /&gt;CUT OFF MODE SHAPE 75&lt;br /&gt;LOAD 1 LOADTYPE None TITLE DC&lt;br /&gt;SELFWEIGHT Y -1.1 &lt;br /&gt;MEMBER LOAD&lt;br /&gt;1 TO 20 UNI GY -0.27&lt;br /&gt;JOINT LOAD&lt;br /&gt;5 8 FX 0.747 FY -1.381 FZ -0.008&lt;br /&gt;1 4 FX 0.004 FY -1.541 FZ -0.72&lt;br /&gt;LOAD 2 LOADTYPE None TITLE PL&lt;br /&gt;ELEMENT LOAD&lt;br /&gt;103 TO 112 PR GY -3.6&lt;br /&gt;JOINT LOAD&lt;br /&gt;5 8 FX 4.347 FY -8.802 FZ -0.047&lt;br /&gt;1 4 FX 0.746 FY -1.381 FZ -0.008&lt;br /&gt;LOAD 3 LOADTYPE None TITLE WS ALONG X&lt;br /&gt;MEMBER LOAD&lt;br /&gt;21 65 UNI GX 4.4&lt;br /&gt;22 66 UNI GX 2.2&lt;br /&gt;LOAD 4 LOADTYPE None TITLE WS ALONG Z&lt;br /&gt;MEMBER LOAD&lt;br /&gt;11 TO 20 55 TO 64 UNI GZ 4.4&lt;br /&gt;1 TO 10 45 TO 54 UNI GZ 2.2&lt;br /&gt;LOAD 5 LOADTYPE None TITLE EQX&lt;br /&gt;SELFWEIGHT X 1 &lt;br /&gt;SELFWEIGHT Y 1 &lt;br /&gt;SELFWEIGHT Z 1 &lt;br /&gt;SPECTRUM CQC X 1 ACC SCALE 9.81 DAMP 0.05 LIN&lt;br /&gt;0 0.53; 0.12 1.08; 0.6 1.08; 1 0.64; 2 0.32; 3 0.21; 4 0.16; 5 0.13;&lt;br /&gt;LOAD 6 LOADTYPE None TITLE EQZ&lt;br /&gt;SELFWEIGHT X 1 &lt;br /&gt;SELFWEIGHT Y 1 &lt;br /&gt;SELFWEIGHT Z 1 &lt;br /&gt;SPECTRUM CQC Z 1 ACC SCALE 9.81 DAMP 0.05 LIN&lt;br /&gt;0 0.53; 0.12 1.08; 0.6 1.08; 1 0.64; 2 0.32; 3 0.21; 4 0.16; 5 0.13;&lt;br /&gt;LOAD COMB 7 1.25DC+1.75PL&lt;br /&gt;1 1.25 2 1.75 &lt;br /&gt;LOAD COMB 8 1.25DC+1.40WSX&lt;br /&gt;1 1.25 3 1.4 &lt;br /&gt;LOAD COMB 9 1.25DC+1.40WSZ&lt;br /&gt;1 1.25 4 1.4 &lt;br /&gt;LOAD COMB 10 1.25DC+0.50PL+1.00EQX+0.30EQZ&lt;br /&gt;1 1.25 2 0.5 5 1.0 6 0.3 &lt;br /&gt;LOAD COMB 11 1.25DC+0.50PL+0.30EQX+1.00EQZ&lt;br /&gt;1 1.25 2 0.5 5 0.3 6 1.0 &lt;br /&gt;LOAD COMB 12 1DC+1PL+0.30WSX&lt;br /&gt;1 1.0 2 1.0 3 0.3 &lt;br /&gt;LOAD COMB 13 1DC+1PL+0.30WSZ&lt;br /&gt;1 1.0 2 1.0 4 0.3 &lt;br /&gt;PERFORM ANALYSIS&lt;br /&gt;DEFINE ENVELOPE&lt;br /&gt;7 TO 11 ENVELOPE 1 TYPE STRENGTH&lt;br /&gt;12 13 ENVELOPE 2 TYPE SERVICEABILITY&lt;br /&gt;END DEFINE ENVELOPE&lt;br /&gt;PARAMETER 1&lt;br /&gt;CODE AASHTO LRFD&lt;br /&gt;RATIO 1 MEMB 1 TO 20 23 TO 64&lt;br /&gt;PARAMETER 2&lt;br /&gt;CODE AASHTO LRFD&lt;br /&gt;SELECT MEMB 1 TO 20 23 TO 64&lt;br /&gt;PARAMETER 3&lt;br /&gt;CODE AASHTO LRFD&lt;br /&gt;GROUP AX MEMB 1 TO 20 23 TO 64 &lt;br /&gt;PERFORM ANALYSIS&lt;br /&gt;LOAD LIST ENV 1&lt;br /&gt;PARAMETER 4&lt;br /&gt;CODE AASHTO LRFD&lt;br /&gt;DFF 1000 MEMB 1 TO 20&lt;br /&gt;DJ1 1 MEMB 11 TO 20&lt;br /&gt;DJ2 2 MEMB 11 TO 20&lt;br /&gt;DJ1 3 MEMB 1 TO 10&lt;br /&gt;DJ2 4 MEMB 1 TO 10&lt;br /&gt;CHECK CODE MEMB 1 TO 20&lt;br /&gt;FINISH&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: THE MEMBER      1 CAN NOT BE DESIGNED 
                 FOR BENDING AS THIS VERSION DOES NOT SUPPORT THE 
                 SELECTED SECTION, SELECT ANOTHER TYPE OF SECTION</title><link>https://communities.bentley.com/thread/775278?ContentTypeID=1</link><pubDate>Thu, 27 Jul 2023 10:20:29 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:67e58e60-fdda-4ad3-9d37-c8666e7f522e</guid><dc:creator>Abhisek M</dc:creator><description>&lt;p&gt;Hi Angelo,&lt;/p&gt;
&lt;p&gt;Can you please confirm which version you are using? I have run the model in the latest version STAAD.Pro 2023 update 1 and found no such warning.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/pastedimage1690453172490v1.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;Can you please upgrade to the latest version and let me know.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: THE MEMBER      1 CAN NOT BE DESIGNED 
                 FOR BENDING AS THIS VERSION DOES NOT SUPPORT THE 
                 SELECTED SECTION, SELECT ANOTHER TYPE OF SECTION</title><link>https://communities.bentley.com/thread/775166?ContentTypeID=1</link><pubDate>Wed, 26 Jul 2023 15:24:23 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9499cbda-b3fd-4d62-9776-bf5a3c2ad878</guid><dc:creator>Angelo Peredo</dc:creator><description>&lt;p&gt;I am using AASHTO LRFD. But the same warning with AISC&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: THE MEMBER      1 CAN NOT BE DESIGNED 
                 FOR BENDING AS THIS VERSION DOES NOT SUPPORT THE 
                 SELECTED SECTION, SELECT ANOTHER TYPE OF SECTION</title><link>https://communities.bentley.com/thread/775165?ContentTypeID=1</link><pubDate>Wed, 26 Jul 2023 15:23:48 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:10d074c0-5722-46f6-984a-d1e7ff88bace</guid><dc:creator>Angelo Peredo</dc:creator><description>&lt;p&gt;STAAD SPACE&lt;br /&gt;START JOB INFORMATION&lt;br /&gt;ENGINEER DATE 18-Jul-23&lt;br /&gt;END JOB INFORMATION&lt;br /&gt;INPUT WIDTH 79&lt;br /&gt;UNIT METER KN&lt;br /&gt;JOINT COORDINATES&lt;br /&gt;1 0 0 0; 2 31 0 0; 3 0 0 3; 4 31 0 3; 5 2.5 0 0; 6 2.5 0 3; 7 28.5 0 0;&lt;br /&gt;8 28.5 0 3; 9 5.75 0 0; 10 5.75 0 3; 11 9 0 0; 12 9 0 3; 13 12.25 0 0;&lt;br /&gt;14 12.25 0 3; 15 15.5 0 0; 16 15.5 0 3; 17 18.75 0 0; 18 18.75 0 3; 19 22 0 0;&lt;br /&gt;20 22 0 3; 21 25.25 0 0; 22 25.25 0 3; 23 0 3 0; 24 31 3 0; 25 0 3 3;&lt;br /&gt;26 31 3 3; 27 2.5 3 0; 28 2.5 3 3; 29 28.5 3 0; 30 28.5 3 3; 31 5.75 3 0;&lt;br /&gt;32 5.75 3 3; 33 9 3 0; 34 9 3 3; 35 12.25 3 0; 36 12.25 3 3; 37 15.5 3 0;&lt;br /&gt;38 15.5 3 3; 39 18.75 3 0; 40 18.75 3 3; 41 22 3 0; 42 22 3 3; 43 25.25 3 0;&lt;br /&gt;44 25.25 3 3; 45 2.5 -0.3 0; 46 2.5 -0.3 3; 47 28.5 -0.3 0; 48 28.5 -0.3 3;&lt;br /&gt;53 2.5 -0.3 1.5; 54 28.5 -0.3 1.5; 67 2.5 -2.05 3; 68 2.5 -3.8 3;&lt;br /&gt;69 2.5 -5.55 3; 70 2.5 -2.05 0; 71 2.5 -3.8 0; 72 2.5 -5.55 0; 73 28.5 -2.05 3;&lt;br /&gt;74 28.5 -3.8 3; 75 28.5 -5.55 3; 76 28.5 -2.05 0; 77 28.5 -3.8 0;&lt;br /&gt;78 28.5 -5.55 0;&lt;br /&gt;MEMBER INCIDENCES&lt;br /&gt;1 3 6; 2 6 10; 3 10 12; 4 12 14; 5 14 16; 6 16 18; 7 18 20; 8 20 22; 9 22 8;&lt;br /&gt;10 8 4; 11 1 5; 12 5 9; 13 9 11; 14 11 13; 15 13 15; 16 15 17; 17 17 19;&lt;br /&gt;18 19 21; 19 21 7; 20 7 2; 21 1 3; 22 2 4; 23 1 23; 24 2 24; 25 3 25; 26 4 26;&lt;br /&gt;27 5 27; 28 6 28; 29 7 29; 30 8 30; 31 9 31; 32 10 32; 33 11 33; 34 12 34;&lt;br /&gt;35 13 35; 36 14 36; 37 15 37; 38 16 38; 39 17 39; 40 18 40; 41 19 41; 42 20 42;&lt;br /&gt;43 21 43; 44 22 44; 45 25 28; 46 28 32; 47 32 34; 48 34 36; 49 36 38; 50 38 40;&lt;br /&gt;51 40 42; 52 42 44; 53 44 30; 54 30 26; 55 23 27; 56 27 31; 57 31 33; 58 33 35;&lt;br /&gt;59 35 37; 60 37 39; 61 39 41; 62 41 43; 63 43 29; 64 29 24; 65 23 25; 66 24 26;&lt;br /&gt;67 16 36; 68 14 34; 69 12 32; 70 10 28; 71 6 25; 72 16 40; 73 18 42; 74 20 44;&lt;br /&gt;75 22 30; 76 9 27; 77 11 31; 78 13 33; 79 15 35; 80 15 39; 81 17 41; 82 19 43;&lt;br /&gt;83 21 29; 84 7 24; 85 5 6; 86 9 10; 87 11 12; 88 13 14; 89 15 16; 90 17 18;&lt;br /&gt;91 19 20; 92 21 22; 93 7 8; 94 27 28; 95 31 32; 96 33 34; 97 35 36; 98 37 38;&lt;br /&gt;99 39 40; 100 41 42; 101 43 44; 102 29 30; 113 5 45; 114 6 46; 115 7 47;&lt;br /&gt;116 8 48; 121 45 53; 122 47 54; 123 53 46; 124 54 48; 137 46 67; 138 67 68;&lt;br /&gt;139 68 69; 140 45 70; 141 70 71; 142 71 72; 143 48 73; 144 73 74; 145 74 75;&lt;br /&gt;146 47 76; 147 76 77; 148 77 78;&lt;br /&gt;ELEMENT INCIDENCES SHELL&lt;br /&gt;103 9 11 12 10; 104 11 13 14 12; 105 13 15 16 14; 106 15 17 18 16;&lt;br /&gt;107 17 19 20 18; 108 19 21 22 20; 109 21 7 8 22; 110 7 2 4 8; 111 3 1 5 6;&lt;br /&gt;112 6 5 9 10;&lt;br /&gt;START GROUP DEFINITION&lt;br /&gt;MEMBER&lt;br /&gt;_300X300X7 1 TO 64 85 TO 93&lt;br /&gt;_200X200X5 65 TO 84 94 TO 102&lt;br /&gt;END GROUP DEFINITION&lt;br /&gt;START USER TABLE&lt;br /&gt;TABLE 1&lt;br /&gt;UNIT METER KN&lt;br /&gt;TUBE&lt;br /&gt;300X300X7&lt;br /&gt;0.008204 0.3 0.3 0.007 0.000117451 0.000117451 0.000176076 0.0042 0.0042&lt;br /&gt;150X300X5&lt;br /&gt;0.0044 0.15 0.3 0.005 1.80617e-05 5.29617e-05 4.15841e-05 0.0015 0.003&lt;br /&gt;200X200X5&lt;br /&gt;0.0039 0.2 0.2 0.005 2.47325e-05 2.47325e-05 3.70744e-05 0.002 0.002&lt;br /&gt;300X200X5&lt;br /&gt;0.0049 0.3 0.2 0.005 6.38408e-05 3.42408e-05 6.75332e-05 0.003 0.002&lt;br /&gt;250X250X5&lt;br /&gt;0.0049 0.25 0.25 0.005 4.90409e-05 4.90409e-05 7.35306e-05 0.0025 0.0025&lt;br /&gt;300X250X5&lt;br /&gt;0.0054 0.3 0.25 0.005 7.472e-05 5.6545e-05 9.67347e-05 0.003 0.0025&lt;br /&gt;150X150X5&lt;br /&gt;0.0029 0.15 0.15 0.005 1.01742e-05 1.01742e-05 1.52431e-05 0.0015 0.0015&lt;br /&gt;END&lt;br /&gt;ELEMENT PROPERTY&lt;br /&gt;103 TO 112 THICKNESS 0.15&lt;br /&gt;DEFINE MATERIAL START&lt;br /&gt;ISOTROPIC STEEL_36_KSI&lt;br /&gt;E 1.99947e+08&lt;br /&gt;POISSON 0.3&lt;br /&gt;DENSITY 76.8191&lt;br /&gt;ALPHA 6.5e-06&lt;br /&gt;DAMP 0.03&lt;br /&gt;G 7.7221e+07&lt;br /&gt;TYPE STEEL&lt;br /&gt;STRENGTH FY 248210 FU 399894 RY 1.5 RT 1.2&lt;br /&gt;ISOTROPIC STEEL&lt;br /&gt;E 1.99947e+08&lt;br /&gt;POISSON 0.3&lt;br /&gt;DENSITY 76.8191&lt;br /&gt;ALPHA 6.5e-06&lt;br /&gt;DAMP 0.03&lt;br /&gt;G 7.7221e+07&lt;br /&gt;TYPE STEEL&lt;br /&gt;STRENGTH RY 1.5 RT 1.2&lt;br /&gt;ISOTROPIC CONCRETE&lt;br /&gt;E 2.17184e+07&lt;br /&gt;POISSON 0.17&lt;br /&gt;DENSITY 23.5615&lt;br /&gt;ALPHA 5.5e-06&lt;br /&gt;DAMP 0.05&lt;br /&gt;G 9.28137e+06&lt;br /&gt;TYPE CONCRETE&lt;br /&gt;STRENGTH FCU 27578.9&lt;br /&gt;END DEFINE MATERIAL&lt;br /&gt;MEMBER PROPERTY&lt;br /&gt;65 TO 84 94 TO 102 UPTABLE 1 200X200X5&lt;br /&gt;21 22 85 TO 93 UPTABLE 1 300X200X5&lt;br /&gt;121 TO 124 137 TO 148 PRIS YD 0.6 ZD 0.6&lt;br /&gt;MEMBER PROPERTY&lt;br /&gt;113 TO 116 PRIS AX 0.16 IX 300 IY 300 IZ 300&lt;br /&gt;MEMBER PROPERTY&lt;br /&gt;1 TO 20 23 TO 64 UPTABLE 1 300X300X7&lt;br /&gt;CONSTANTS&lt;br /&gt;MATERIAL STEEL_36_KSI MEMB 1 TO 102&lt;br /&gt;MATERIAL CONCRETE MEMB 103 TO 116 121 TO 124 137 TO 148&lt;br /&gt;SUPPORTS&lt;br /&gt;69 72 75 78 FIXED&lt;br /&gt;MEMBER RELEASE&lt;br /&gt;1 TO 102 START MP 0.99&lt;br /&gt;1 TO 102 END MP 0.99&lt;br /&gt;CUT OFF MODE SHAPE 75&lt;br /&gt;LOAD 1 LOADTYPE None TITLE DC&lt;br /&gt;SELFWEIGHT Y -1.1 &lt;br /&gt;MEMBER LOAD&lt;br /&gt;1 TO 20 UNI GY -0.27&lt;br /&gt;JOINT LOAD&lt;br /&gt;5 8 FX 0.747 FY -1.381 FZ -0.008&lt;br /&gt;1 4 FX 0.004 FY -1.541 FZ -0.72&lt;br /&gt;LOAD 2 LOADTYPE None TITLE PL&lt;br /&gt;ELEMENT LOAD&lt;br /&gt;103 TO 112 PR GY -3.6&lt;br /&gt;JOINT LOAD&lt;br /&gt;5 8 FX 4.347 FY -8.802 FZ -0.047&lt;br /&gt;1 4 FX 0.746 FY -1.381 FZ -0.008&lt;br /&gt;LOAD 3 LOADTYPE None TITLE WS ALONG X&lt;br /&gt;MEMBER LOAD&lt;br /&gt;21 65 UNI GX 4.4&lt;br /&gt;22 66 UNI GX 2.2&lt;br /&gt;LOAD 4 LOADTYPE None TITLE WS ALONG Z&lt;br /&gt;MEMBER LOAD&lt;br /&gt;11 TO 20 55 TO 64 UNI GZ 4.4&lt;br /&gt;1 TO 10 45 TO 54 UNI GZ 2.2&lt;br /&gt;LOAD 5 LOADTYPE None TITLE EQX&lt;br /&gt;SELFWEIGHT X 1 &lt;br /&gt;SELFWEIGHT Y 1 &lt;br /&gt;SELFWEIGHT Z 1 &lt;br /&gt;SPECTRUM CQC X 1 ACC SCALE 9.81 DAMP 0.05 LIN&lt;br /&gt;0 0.53; 0.12 1.08; 0.6 1.08; 1 0.64; 2 0.32; 3 0.21; 4 0.16; 5 0.13;&lt;br /&gt;LOAD 6 LOADTYPE None TITLE EQZ&lt;br /&gt;SELFWEIGHT X 1 &lt;br /&gt;SELFWEIGHT Y 1 &lt;br /&gt;SELFWEIGHT Z 1 &lt;br /&gt;SPECTRUM CQC Z 1 ACC SCALE 9.81 DAMP 0.05 LIN&lt;br /&gt;0 0.53; 0.12 1.08; 0.6 1.08; 1 0.64; 2 0.32; 3 0.21; 4 0.16; 5 0.13;&lt;br /&gt;LOAD COMB 7 1.25DC+1.75PL&lt;br /&gt;1 1.25 2 1.75 &lt;br /&gt;LOAD COMB 8 1.25DC+1.40WSX&lt;br /&gt;1 1.25 3 1.4 &lt;br /&gt;LOAD COMB 9 1.25DC+1.40WSZ&lt;br /&gt;1 1.25 4 1.4 &lt;br /&gt;LOAD COMB 10 1.25DC+0.50PL+1.00EQX+0.30EQZ&lt;br /&gt;1 1.25 2 0.5 5 1.0 6 0.3 &lt;br /&gt;LOAD COMB 11 1.25DC+0.50PL+0.30EQX+1.00EQZ&lt;br /&gt;1 1.25 2 0.5 5 0.3 6 1.0 &lt;br /&gt;LOAD COMB 12 1DC+1PL+0.30WSX&lt;br /&gt;1 1.0 2 1.0 3 0.3 &lt;br /&gt;LOAD COMB 13 1DC+1PL+0.30WSZ&lt;br /&gt;1 1.0 2 1.0 4 0.3 &lt;br /&gt;PERFORM ANALYSIS&lt;br /&gt;DEFINE ENVELOPE&lt;br /&gt;7 TO 11 ENVELOPE 1 TYPE STRENGTH&lt;br /&gt;12 13 ENVELOPE 2 TYPE SERVICEABILITY&lt;br /&gt;END DEFINE ENVELOPE&lt;br /&gt;PARAMETER 1&lt;br /&gt;CODE AASHTO LRFD&lt;br /&gt;RATIO 1 MEMB 1 TO 20 23 TO 64&lt;br /&gt;PARAMETER 2&lt;br /&gt;CODE AASHTO LRFD&lt;br /&gt;SELECT MEMB 1 TO 20 23 TO 64&lt;br /&gt;PARAMETER 3&lt;br /&gt;CODE AASHTO LRFD&lt;br /&gt;GROUP AX MEMB 1 TO 20 23 TO 64 &lt;br /&gt;PERFORM ANALYSIS&lt;br /&gt;LOAD LIST ENV 1&lt;br /&gt;PARAMETER 4&lt;br /&gt;CODE AASHTO LRFD&lt;br /&gt;DFF 1000 MEMB 1 TO 20&lt;br /&gt;DJ1 1 MEMB 11 TO 20&lt;br /&gt;DJ2 2 MEMB 11 TO 20&lt;br /&gt;DJ1 3 MEMB 1 TO 10&lt;br /&gt;DJ2 4 MEMB 1 TO 10&lt;br /&gt;CHECK CODE MEMB 1 TO 20&lt;br /&gt;FINISH&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: THE MEMBER      1 CAN NOT BE DESIGNED 
                 FOR BENDING AS THIS VERSION DOES NOT SUPPORT THE 
                 SELECTED SECTION, SELECT ANOTHER TYPE OF SECTION</title><link>https://communities.bentley.com/thread/775160?ContentTypeID=1</link><pubDate>Wed, 26 Jul 2023 14:52:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5c75d8bd-9d6c-4b7c-a831-28c8481c7881</guid><dc:creator>Abhisek M</dc:creator><description>&lt;p&gt;Which code you are using? Can you please upload the STAAD model?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>