Re: Problems in using COMBINE command in IS13920
Hi,As per IS-13920 beam design, sometimes it becomes necessary to combine two or more members into one member for the purpose of design. To do this COMBINE parameter is introduced in the year 2000-2001...
View ArticleRe: compatibility of Visual basic 2010 with Open staad V8i ser -3
Hi,You are trying to use the Results Object functions of OPENSTAAD, most of which has been discontinued since version 2007 Build 03. Our stress is on using the Application Object Functions – and all...
View ArticleRe: SUPPORT USE IN COMMON PRACTICE FOR MULTI STOREY BUILDING
Hi,In normal practice, the columns are connected to the foundations and the foundations rests below the soil. Foundations below ground level means restrain in all direction. So normally, fixed supports...
View ArticleRe: Strength / Serviceability Member Design
AISC does not "follow English unit system". Unit format for editions prior to AISC 360-10 was US Customary. The latest edition provides dual-units format - U.S. customary and S.I. units.The unit system...
View ArticleRe: SUPPORT USE IN COMMON PRACTICE FOR MULTI STOREY BUILDING
Hi Jonest - the support conditions of your structure are independent of the software you are using. Based on your question I believe you need guidance from an experienced structural/geotechnical...
View ArticleRe: Auto Load Combination Generation Table
I created a new auto load table. Auto Load Table -> New Code->Entered the name and filled the table.Thanks
View ArticlePlate Corner Stress
hello forum ,the plate corner moment reported in the PostProcessing table and the contour stress does not seem to match. Which is correct.
View ArticleRe: Temperature Loading
Thank you Mr Shany Sir.I am presently working on a model involving temperature load . Thank you for this giving this formula of calculating the values . i will surely use it , if I come up with any...
View ArticleRe: Plate Corner Stress
Hi Ginny,When viewing the contours for corner stress, please ensure that you switch off the “Index Based on Center Stress”. I guess you will see the contours for corner stress as you expect.Regards,
View ArticlePermanent Construction Grids
Is it possible to have labeled gridlines permanently associated with the model?I know about grid system in Snap Node/Beam tool, but grids are no longer visible as soon as one closes the Snap Node/Beam...
View ArticleRe: Permanent Construction Grids
Have a look at 3d-Axeswww.ustation.ru/.../3daxes08.html
View Articlebending moment
Hello All ,pls check the attachment,I have BAR of 80 x40mm stainless steel with2400mm long.It having 3 point , 1}fixed2) roller contact3) roller contactCan any body tell me how the reaction forcess...
View ArticleRe: bending moment
Hello,As the loads are applied directly over the support, the support will take up the entire load and there will no member force produced . For SFD to be drawm , there must be shear in the structure...
View ArticleHow to use COMPRESSION-ONLY springs and REPEAT LOADS correctly?
Hi,As the topic title states, I'm trying to model COMPRESSION-ONLY springs and read in the manual that where the applied force is in the direction of the springs (i.e causing tension) the affected...
View ArticleHow to use COMPRESSION-ONLY springs and REPEAT LOADS correctly?
Hi,As the topic title states, I'm trying to model COMPRESSION-ONLY springs and read in the manual that where the applied force is in the direction of the springs (i.e causing tension) the affected...
View ArticleRe: How to use COMPRESSION-ONLY springs and REPEAT LOADS correctly?
Hello HanfgFirstly , send us the model.Load combination are used for linear combination types, the use of Compression Spring makes the structure non-linear and hence REPEAT Load should be used instead...
View ArticleRe: How to use COMPRESSION-ONLY springs and REPEAT LOADS correctly?
Hello hanfgFirstly , send us the model.Load combination are used for linear comnibation types, the use of Compression Spring makes the structure non-linear and hence REPEAT Load should be used instead...
View ArticleRe: Rotation of Angle Members
When you apply a BETA angle with the purpose of making the legs parallel to the global axes, the principal axis now become inclined to the global axes.In such situations, if you want the load to be...
View ArticleRe: Staad Pro v 8i Model too big
The message "SLAVE DATA ENTERED TWICE. SECOND GROUP USED" does not affect the analysis. The analysis does not get terminated on account of that.That means, there must be some other reason the analysis...
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