RAM Concept - Bearing Pressures, Loads and Load Combinations
I am having trouble with specifying load combinations. I have assigned point live loads to my mat foundation. I have used area springs for the soil.When I view the max bearing pressure [under Layers,...
View ArticleWind Load Generator
The wind load generator contains a factor, f to be used to multiply wind loads with a default value of 1.0. Is this factor where the user might adjust the wind load for varying shape factors for open...
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Defining DFF, DJ1 and DJ2 Parameters.
Hi,Please tell me what order we should follow in adding DFF, DJ1 and DJ2 parameters in staad software?I am asking this because the answer I got is different from what I have seen in the forum...
View Articleslab design as per is 456
hello every one, i just completed my my frame structure now i want to design my slab so can any one please upload the staad file of slab design with drafting also with...
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How to understand staad, there is a splice connection with welded joint
Dears,I have a main beam with splice joint as shown below. how I tell staad there is a welded splice connection?. How I will get the moment diagram and report of that particular joint. and what will be...
View ArticleMember Selection in Staad Pro.
Please tell me the procedure that we need to follow to tell the staad software to select member sizes in a model?Thank you.
View ArticleSTAAD FOUNDATION ERROR
HI EVERYONE,EVERY TIME I TRY TO RUN DESIGN TO MAT FOUNDATION IN STAAD FOUNDATION I GET ERROR IN MINIMUM BAR SIZE ,I DIDN'T HAVE THIS ISSUE BEFORE
View ArticleNO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.
HOW CAN I SOLVE THIS?(Please visit the site to view this file)
View ArticleA problem about the note *** NOTE: THE TOTAL WEIGHT OF THE STRUCTURE...
Dear Members,Please help me to learn about the problem BASE SHEAR CALCULATION ALONG GLOBAL Z DIRECTION IS NEGLIGIBLE.I mention the brief information about my model as follows in pewit to...
View ArticleHaunched steel rafter connection in Limcon
Hi Bentley,Could you help me on this. I am using Limcon haunched connection. I need to check a as built connection where fabricator used different edge distance for top & Bottom flanges. I can't...
View ArticleMulti Span Beam Deflection Check
Hi,How do we do defection check of a multi span beam, a beam that is resting on more than 2 supports. Since deflection curve of a single span beam and multi span beam will be different.Do we do same as...
View ArticleDesign for strength and serviceability criteria
Hi everyone,I model a steel structure and designed in staad software both for strength and serviceability criteria, using load list command. I am using IS 800:2007 code.But whatever the section I...
View ArticleWarning in Staad
Hi,Please tell me why this warning displayed - design of section for member 13 is not supported.
View ArticleStructural Navigator Mobile user feedback
We are looking for any users of the Structural Navigator mobile app to provide some feedback on Workflows and the User Interface. The app is available on iOS and Android now, and since it works on a...
View ArticleCheck out the 2017 Student Design Competition
Details here: http://communities.bentley.com/communities/other_communities/be_careers_network_for_academia/2016_bentley_institute_student_design_competition/It includes a Structural Engineering Design...
View Articlesoil structure interaction
can you guys tell me how to analyze a structure using STAAD pro or RAM with soil structure interaction???
View ArticleThickness of raft using Plate Elements in STAADPRO
Hi,Recently I have modelled Runout Area of caster where thickness of raft is close to 6m at some areas. I used plate elements for modelling in STAADPRO and assigned raft thickness to the elements for...
View ArticleDisplaying Bending Moment Diagram with Loads on it
Hi,Could you please tell me how do we take a picture showing bending moment diagram along load arrows point downward with load value of a member?Thank you,
View ArticleLoad consideration from precast slab into post tension beam
HI everyone,Here is an interesting scenario. I am working on a project where I have to design the post tension beams. The system is precast slab with PT beams. Other than this we have lot of RC beams...
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