Prash1730's Communities Activitieshttps://communities.bentley.com/members/d0a1dbcc_2d00_7bfd_2d00_471e_2d00_8dba_2d00_3857bbf3ccbeRecent activity for people in Prash1730's communityen-USTelligent Community 12Align surface to beam top in physical modellerhttps://communities.bentley.com/products/ram-staad/f/ram-staad-forum/234095/align-surface-to-beam-top-in-physical-modellerTue, 16 Aug 2022 08:23:11 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8cf6c7ed-3266-4d32-981d-9961735cf38fPrash1730<p>Dear Sir,</p> <p>I would like to know how we can flush the surface top with beam top in Physical modeller.</p> <p>Do I need to offset the mesh created in analytical model?</p> <p>Can we go back to physical modeller after providing offers in analytical model? I believe it is not possible. Please clarify.</p> <p>In the attached pic, I have moved the beam down by using top center cross section position. However 1/2 of slab thickness is seen above.&nbsp;</p> <p>Please advise how we can bring beam and slab in same level as in real life.</p> <p><img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/IMG_2D00_20220816_2D00_WA0027.jpg" alt=" " /></p><div style="clear:both;"></div>Staad pro Physical modeler secondary memberhttps://communities.bentley.com/products/ram-staad/f/ram-staad-forum/233029/staad-pro-physical-modeler-secondary-memberSat, 23 Jul 2022 08:01:58 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:23e579a6-46be-4d8e-9af7-18d266573a82Prash1730<p>I am not able to model the secondary member in Physical modeler. Do I need to make grids for each secondary member? Please help</p><div style="clear:both;"></div>AISC LRFD Results in GUI and Report not compatiblehttps://communities.bentley.com/products/ram-staad/f/ram-staad-forum/195122/aisc-lrfd-results-in-gui-and-report-not-compatibleTue, 07 Apr 2020 17:30:41 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:12ffe0a3-c680-404c-bf24-59a3bb232c56Prash1730<p>Dear All,</p> <p>Greetings to you.</p> <p>It is observed that for AISC LRFD design which i am performing, the result output provided in GUI and the ones provided in summary report as well as detailed report are entirely different.</p> <p>Initially i have strength and serviceability envelopes. However, as per a previous post in this forum, i have removed the envelope for simplicity. Still i am facing this issue.</p> <p>Can anyone explain the reason behind the different results. Details are provided below.</p> <p>Best Regards,</p> <p>PNP</p> <p><strong>Snapshot of GUI</strong></p> <p><img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1586280318611v1.png" alt=" " /></p> <p><strong>Snapshot of Beam Summary</strong></p> <p><strong><img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1586280364281v2.png" alt=" " /></strong></p> <p><strong>Detailed Design Report</strong></p> <p><span>&nbsp;</span></p> <p><span>ALL UNITS ARE - KN&nbsp;&nbsp; METE (UNLESS OTHERWISE Noted)</span></p> <p><span>&nbsp;</span></p> <p><span>&nbsp;MEMBER&nbsp;&nbsp;&nbsp;&nbsp; TABLE&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; RESULT/&nbsp;&nbsp; CRITICAL COND/&nbsp;&nbsp;&nbsp;&nbsp; RATIO/&nbsp;&nbsp;&nbsp;&nbsp; LOADING/</span></p> <p><span>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; FX&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; MY&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; MZ&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; LOCATION</span></p> <p><span>&nbsp;=======================================================================</span></p> <p><span>&nbsp;&nbsp;&nbsp;&nbsp;<strong> 1008</strong> ST&nbsp;&nbsp; IN30X41.3&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (UPT)</span></p> <p><span>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; PASS&nbsp;&nbsp; Eq. H1-1b&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<strong> 0.530</strong>&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp;112</span></p> <p><span>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 1.49 C&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 21.18&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 5.71&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 0.00</span></p> <p><span>|-----------------------------------------------------------------------|</span></p> <p><span>| SLENDERNESS&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>| Actual Slenderness Ratio&nbsp;&nbsp; &nbsp;:&nbsp;&nbsp;&nbsp;&nbsp; 71.688&nbsp; L/C&nbsp; :&nbsp;&nbsp; 239&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>| Allowable Slenderness Ratio :&nbsp;&nbsp;&nbsp; 300.000&nbsp; LOC&nbsp; :&nbsp;&nbsp;&nbsp;&nbsp; 0.00&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>|-----------------------------------------------------------------------|</span></p> <p><span>| STRENGTH CHECKS&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;|</span></p> <p><span>| Critical L/C&nbsp; :&nbsp;&nbsp;&nbsp; 112&nbsp;&nbsp;&nbsp;<strong> Ratio&nbsp;&nbsp;&nbsp;&nbsp; :&nbsp;&nbsp;&nbsp;&nbsp; 0.530(PASS)</strong>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>|&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Loc&nbsp; :&nbsp;&nbsp;&nbsp; 0.00&nbsp;&nbsp; Condition :&nbsp;&nbsp; Eq. H1-1b&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>|-----------------------------------------------------------------------|</span></p> <p><span>| DESIGN FORCES&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;|</span></p> <p><span>| Fx:&nbsp;&nbsp; 1.492E+00(C ) Fy:&nbsp;&nbsp; 8.650E+00&nbsp;&nbsp;&nbsp;&nbsp; Fz:&nbsp;&nbsp; 1.234E+01&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>| Mx:&nbsp;&nbsp; 9.573E-02&nbsp;&nbsp;&nbsp;&nbsp; My:&nbsp;&nbsp; 2.118E+01&nbsp;&nbsp;&nbsp;&nbsp; Mz:&nbsp;&nbsp; 5.706E+00&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>|-----------------------------------------------------------------------|</span></p> <p><span>| SECTION PROPERTIES&nbsp; (UNIT: CM&nbsp; )&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>| Azz:&nbsp;&nbsp; 2.400E+01&nbsp;&nbsp;&nbsp;&nbsp; Ayy:&nbsp;&nbsp; 1.800E+01&nbsp;&nbsp;&nbsp;&nbsp; Cw:&nbsp; 1.401E+05&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>| Szz:&nbsp;&nbsp; 5.680E+02&nbsp;&nbsp;&nbsp;&nbsp; Syy:&nbsp;&nbsp; 9.007E+01&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>| Izz:&nbsp;&nbsp; 8.521E+03&nbsp;&nbsp;&nbsp;&nbsp; Iyy:&nbsp;&nbsp; 6.755E+02&nbsp;&nbsp;&nbsp;&nbsp; Ix:&nbsp; 1.927E+01&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>|-----------------------------------------------------------------------|</span></p> <p><span>| MATERIAL PROPERTIES&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>| Fyld:&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 345000.011&nbsp;&nbsp; Fu:&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 449999.989&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;|</span></p> <p><span>|-----------------------------------------------------------------------|</span></p> <p><span>| Actual Member Length:&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 1.100&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>| Design Parameters&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>| Kz:&nbsp;&nbsp;&nbsp; 1.00 Ky:&nbsp;&nbsp;&nbsp; 1.00 NSF:&nbsp;&nbsp;&nbsp; 1.00 SLF:&nbsp;&nbsp;&nbsp; 1.00 CSP:&nbsp;&nbsp; 12.00&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>|-----------------------------------------------------------------------|</span></p> <p><span>| SECTION CLASS&nbsp;&nbsp; FLANGE /&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; l&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; lp&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; lr&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>|&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; WEB&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;|</span></p> <p><span>| Compression :&nbsp; Non-Slender&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 6.25&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; N/A&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 13.48&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>|&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Slender&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 46.00&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; N/A&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 35.87&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>| Flexure&nbsp;&nbsp;&nbsp;&nbsp; :&nbsp; Compact&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 6.25&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 9.15&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 24.07&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p> <p><span>|&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;Compact&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 46.00&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 90.52&nbsp;&nbsp;&nbsp;&nbsp; 137.22&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; |</span></p><div style="clear:both;"></div>fundamentals period Thttps://communities.bentley.com/products/ram-staad/f/ram-staad-forum/93936/fundamentals-period-tWed, 15 Jan 2014 17:57:00 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:32d0c070-0fba-4863-8e44-f79d23c922e6Ming-Hung Teng<p>Hi,</p> <p>Would you please show me how the STAAD pro calculate the fundamentals period (T) for static earthquake loading? Please see the attachment for my bridge model. Thanks,</p><div style="clear:both;"></div>User table errorhttps://communities.bentley.com/products/ram-staad/f/ram-staad-forum/195123/user-table-errorTue, 07 Apr 2020 17:36:55 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b7618e61-d1b7-472d-a4c4-d15b9341e950Viren Jariwala<p>I&#39;m getting error for file not found. I tried entering the file location in command file, but that did not work. Can you please solve this?</p> <p></p> <p>&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;</p><div style="clear:both;"></div>Very Low Base Shear and Sign to be used for Loadshttps://communities.bentley.com/products/ram-staad/f/ram-staad-forum/194512/very-low-base-shear-and-sign-to-be-used-for-loadsFri, 27 Mar 2020 16:23:47 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0fe0cac3-e1dd-46d8-aea1-1a5b0b93156cPrash1730<p>Dear All,</p> <p>I hope you are all doing well. I am in the middle of a crucial assignment for which&nbsp;I am doing Response Spectrum analysis using custom spectrum.</p> <p><a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/Base-Shear-and-load-sign.txt">communities.bentley.com/.../Base-Shear-and-load-sign.txt</a><a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/Seismic-Spectrum.xlsx">communities.bentley.com/.../Seismic-Spectrum.xlsx</a></p> <p>Client has provided the Ct and x values only. I am having the below queries.</p> <p>1. The base shear value i am getting is too low for the structure.</p> <p>2. I want to know if the signs for loads in Definition of loads are correct.</p> <p>3. Also, i would like to know if the scale of 9.81 is correct? (I am always confused about it ). I have attached the spectrum calculation - Note the Ao term has a g term (0.4g) hence, Sa/g is calculated for spectrum</p> <p>Thanks a lot in Advance.</p> <p>Best Regards,</p> <p>PNP</p><div style="clear:both;"></div>Ask A Question Ihttps://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Fri, 16 Mar 2018 05:12:52 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4f1bebd5-7a38-4101-ad78-726acf9652b4Ask a question in a forum.