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In this video I explain how to start with STAAD PRO V8i,Description of main screen of Staad Pro V8i layout, Using the Structure Wizard and all of its availab. . Contents of the STAAD.Pro CD. Installation. Copy Protection Device. Running STAAD.Pro Part II of this manual contains tutorials on using STAAD.Pro. The tutorials guide a user through the processes of:. Creating a structural model. This consists of generating the structural geometry, specifying member properties.

Sep 21, 2019 Download and install most demanded Structuralal analysis and design Software STAAD PRO V8i SS6, with Free Begineers Exercise. Bentley staad pro v8i free download. Photo & Graphics tools downloads - STAAD.Pro V8i SELECTseries by Bentley Systems, Inc. And many more programs are available for instant and free download. Right-click on stpst20071064en.exe, the installer for STAAD.Pro and select the option “Run as administrator” to start the installation process. Click the Install button on the opening screen. Please uncheck the box “Install companion products StrucLink & PipeLink” if you are not planning to use these modules.

(A) Issues addressed in the Analysis/Design engine (90)

A) 01 The output file has been updated to include the number of combination cases in the Problem Statics section after an analysis has been performed.

A) 02 The section properties reported in the output file for members which have been modified with a reduction command (typically rectangular concrete profiles) now account for the reduction in the values reported.

A) 03 The EN1993-1-1 design module has been updated to correctly handle Tee section profiles that have been defined as TRUSS (hence have no end moments), which was causing an error when calculating the end bending stresses.

A) 04 The FEMA 356 Pushover analysis has been updated to support a selection of a mode shape, with a MODE SELECT (n) command, which may include the required 75% of mass participation. Note that a CUT OFF MODE command may be needed to include details ot the required mode shape. Previously only the first mode would be considered and if this did not include the requisite mass participation, the analysis would end.

A) 05 The IBC 2006 seismic load has been updated to correct a recent issue where the moments due to the ACCIDENTAL setting were not getting calculated. Note this was shown in the output report as zero.

A) 06 The IS 800:1984 design code has been updated to check for a stiffened element as per clause 3.5.2.1(b). Also if a wide flange has an additional cover plate, there are checks for whether plate width is the same as the flange width and if it is greater, check for (bp-2*b1)/tp.

A) 07 The PRINT MEMBER PROPERTIES command has updated to ensure that the name reported in the output file for User Table sections is listed as UP rather than ST.

A) 08 The Eurocode design module EN1993-1-1 has been updated to address an issue when considering torsion. When TOR 2 option was specified, the value of the torsional moment being used when multiple load cases were specified in the LOAD LIST was being incorrectly initialized. This has been fixed so that the value of total torsion is initialized correctly.

A) 09 The command PRINT MEMBER STRESSES has been updated to ensure that the direction of peak combined axial and bending stress so that when stresses for combinations are reported for unsymmetrical sections such as Tee sections, they are accounted for correctly.

A) 10 The cable analysis routines have been updated to correctly account for the behaviour of cables entities that are exactly vertical.

A) 11 The analysis engine has been updated to support processing an Abort request if the button is pressed whilst the analysis is processing section forces or the displacement file.

A) 12 The pushover analysis has been updated to allow HSSP sections to be recognised and used as bracing members.

A) 13 The analysis for tension or compression only members has been improved by including the effects of self weight in the loading steps. Previously it was including the effects of strain and temperature, but without the self weight contribution, which could introduce an effect of the force for which the member was not intended to support. Additionally the AISC 360-10 steel design has been updated to ensure that the slenderness calculation takes the average of axial force at either end of the member. Previously it would take the axial force from the start of the member only.

A) 14 The analysis method for handling a response spectrum with SIGN and DOMINANT parameters has been updated to correctly account for these as per the technical reference 5.32.10.1.1.

A) 15 The analysis engine has been updated to support the inclusion of UNIT commands with a load case definition.

A) 16 The Canadian steel design module S16-01 has been updated to correct the flexural torsional buckling capacity which required the solution of a cubic that was getting calculated incorrectly and thus indicating a difference to the results of the S16-09 design which was being performed correctly. Additionally, the calculation of Ce for members subjected to combined action of axial compression and bending has been updated which should not include the K factor which was done previously.

A) 17 The analysis routines have been updated to include an additional test for the density defined for a material. If this exceeds 10x the density of steel a note is posted in the output file informing the user of what would normally indicate an incorrectly entered value.

A) 18 The IS1893 seismic analysis has been improved. A problem was noted where the statics check did not match the reported base shear. The issue was in printing LOAD DATA information in the output file which did not include all the some floor levels. This was caused while processing seismic data the floor levels are identified as the height (or Y-coordinates) of the joints where masses are assigned. If any joint on a particular floor level did not have any mass assigned to it the entire floor level is ignored. This resulted in some of the masses being ignored. However during load vector generation the program correctly incorporates all masses within analysis. Thus STATIC CHECK prints the correct data. Thus there is mismatch in PRINT LOAD data info and STATIC CHECK info. The program now checks all the joints present at a particular floor level to see if any mass is assigned or not without completely ignoring any floor level.

A) 19 The pushover analysis has been improved to ensure that the loading condition determined by the pushover specification is created and can be analysed. Under certain conditions the loading definition would cause the analysis to crash.

A) 20 The IS 13920 Indian concrete design module has been updated to ensure that a warning of excessive reinforcement (i.e. greater than 2.5%) is not reported when the actual reinforcement is less than this.

A) 21 The concrete design module to the Mexican concrete code has been updated to address an issue that occurred when attempting to perform a design with a LOAD LIST command to limit the load cases to include in the design. This would result in the design process to crash.

A) 22 The analysis routines have been updated to include any property reduction factor assigned, in the calculations of section displacement and moment calculations.

A) 23 The AISC 360-10 design for torsion to DG9 has been corrected which was previously incorrectly using the member sequence number as the member reference number.

A) 24 The AISC 360-10 steel design where torsion checks are included has been updated to account for situations where members listed for design were not being reported. The results reported on those members were correct, but not of the requested list.

A) 25 The NORSOK steel design module has been updated to clarify the critical clause when Eqn 6.15 is governing. This may be in fact a result of Eqn 6.44 and if so, that is now reported.

A) 25 'The AISC 360-10 design for single angles has been updated to address slenderness calculations. During the slenderness checks, where both compressive and tensile cases existed, the check would be determined by the compressive cases. Also, it was failing to ensure that the check was being performed on serviceability cases.

A) 26 The Canadian steel design modules have been updated to ensure that the S16-01 code is used where specified. Where multiple parameter blocks and code checks are performed, a second or subsequent S16-01 would revet to the new S16-09 design. Additionally the design of double channels has been improved to ensure that the plastic properties are used.

A) 27 The AISC 360-10 detail output has been updated to ensure that the values of lambda-p is c

Bentley Staad Pro V8i Installation Guide