PILED RAFT DESIGN IN STAAD FOUNDATION ADVANCED
Dear all, I am trying to design a pile supported raft foundation in Staad foundation advanced.I imported original staad pro model in staad foundation.Now after analysing the model punching shear...
View Article*** WARNING:CMN PARAM INVALID FOR NATIONAL ANNEX
I am designing a welded steel structure.As structure is welded i have mentionedCMN 0.5 to beamsCMN 0.7 to columns (fixed support at bottom of column and tied using beams at top )It is showing...
View Article*WARNING- ZERO STIFFNESS IN DIRECTION 4 AT JOINT 78 EQN.NO. 70
SO MANY TIMES I WILL TRY TO REDUCE THE WARNINGS BUT I CAN'TPLEASE HELP ME FOR PROJECTI THINK MEMBER RELEASES ARE WRONGPLESE CHECK HELP ME SIRTHANKS IN ADVANCE(Please visit the site to view this...
View ArticleSTAAD FOUNDATION ADVANCED
Good Day Fellow Colleagues, I am currently modelling a structure that includes a bearing/shear wall system along with a moment frame, both supported on a mat foundation. The issue I wish to clarify is...
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zp: distance between the bolt line and the weld line
Hi,While I am using RAM connection standalone version 11.0.0.177 i found that there is a value called Zp and it is the distance between the bolt line and the weld line but while I am using beam to...
View ArticleRAM Wind Loads
Working on a 55' wide X 80' long X 33' tall building with perimeter curtain walls. Does the wind load generator assume exterior surfaces or are the wind loads applied only to the beams and column...
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Design connection in STAAD.Pro for Built up member
Hello all,i have a model with STAAD.Pro using built-up section. Could you tell me how to design connection for column + rafter, rafter + rafter using RAM Connection module in STAAD.Pro ?Please see...
View ArticleVerify my design.
Dear sir, I designed one structure for placing the silo over this, The total weight (include material inside) of each silo is 1280KN and each silo having 4 bracket. So i just divide 1280 by 4 = 320...
View Articlecontinuous foundations when designed in RAM foundation are assumed ridig or not?
continuous foundations when designed in RAM foundation are assumed ridig or not?
View ArticleInfluence Surface Results are missing or invalid
When I was running a Influence Surface Generator from "Bridge Deck" tab, "Loading" menu in Staad, I came across an error showing"Influence Surface Results are missing or invalid".The model is part of...
View ArticleDesign of members for separate load list
Dear All,Is it possible to design some members of the model with different load cases, some with other load cases in a single file. I am aware of LOAD LIST and DEFINE ENV commands but couldn't able to...
View ArticleDesign of pile in STAAD Foundation Advanced per Indian Code
Dear All,Is it possible to design piles in STAAD Foundation Advanced (Machine Foundation Mode) according to IS codes. If not then when it will be available or is it okay to design piles from the...
View Articlestaad foundation advance - horizontal vessel bundle pulling load
Hi!Could somebody please advise how the program is distributing the horizontal load due to bundle pulling (on horizontal vessels/exchangers) when the calculated load is greater than the friction force...
View ArticleInstability in the direction of Fz Please help me to solve this
Dear sir,I am getting the warning as instability in the direction of Fz.Please help me solve this.I am not able to understand the instability problems.Please help meSTAAD SPACESTART JOB...
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Error in New Version SS6
Hi All,I just installed STAAD pro SS6 latest version and open previous version file(SS5) in new version, but it shows following warning that I had not faced in previous versionplease suggest see below...
View ArticleIndian codes in RAM Connection
Dear All,When Indian Codes and sections will be available in RAM Connection?RegardsKaushal Aggarwal
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RAM Connection Capabilities
Is there a way to use RAM Connection to design a connection that has a continuous beam running over top of a column with x-braces coming into both sides of the column (see below)? I see options for...
View ArticleSurface forces vs Results along line from Plate Model
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View Articlestaad warning
Hi allwhy i am getting this warning shown below ,Help me out for thisthanks in advance**WARNING** - ALL DEGREES OF FREEDOM FIXED. STAAD WILL INFINITESIMALLY RELEASE MOMENT-X AT FIRST JOINT ENTERED.
View ArticleSTAAD: Convert Truss Model to Plane Frame
Hello - I have a working truss model of a truss for a covered bridge. We are modifying the design to include intermediate rafters between panel points, so I added the concentrated member forces to the...
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