how to design and check 5 times live load in cantilever beam?
I have designed a cantilever beam but don't know how to do 5 times live load check.
View ArticleRE: Center of Mass & Center of rigidity
STAAD SPACESTART JOB INFORMATION******CLC_RLC Project, Dwarka******First Preliminary Drawings received on 10-06-2015******Vide letter on dated 21/04/2016, Provision of use AAC block, 450mm Sunken in...
View ArticleCenter of Mass & Center of rigidity
DEAR SIR, Here I am attaching STAAD file of my project in which I am seeking to know about center of mass of each floor and center of rigidity of each diaphragm floor. I have given some command to...
View ArticleRE: ***WARNING - INSTABILITY AT JOINT 111 DIRECTION = MZ
Go to Tools -> Check Multiple Structures and you will see that there is a connectivity issue in the model. The quikest way to fix that is to select all the structure and go to the Geometry ->...
View Article***WARNING - INSTABILITY AT JOINT 111 DIRECTION = MZ
Good Day. I encountered problem here at my analysis. Can I ask for help how avoid this warning ? Thank you so muchThis is the staad editor.STAAD SPACE DXF IMPORT OF 1.DXFSTART JOB INFORMATIONENGINEER...
View ArticleRE: *WARNING- APPLIED SELFWEIGHT IS LESS THAN TOTAL WEIGHT OF ALL STRUCTURAL...
The following Wiki post explains this warning in details: communities.bentley.com/.../29387.applied-selfweight-is-more-than-total-weight-of-all-structural-elements
View Article*WARNING- APPLIED SELFWEIGHT IS LESS THAN TOTAL WEIGHT OF ALL STRUCTURAL...
Good Day. I encountered problem here at my analysis. Can I ask for help how avoid this warning ? Thank you so muchThis is the staad editor. STAAD SPACE DXF IMPORT OF 1.DXFSTART JOB INFORMATIONENGINEER...
View ArticleRE: ***WARNING- APPLIED SELFWEIGHT IS LESS THAN TOTAL WEIGHT OF ALL...
The following Wiki explains this warning in details: communities.bentley.com/.../29387.applied-selfweight-is-more-than-total-weight-of-all-structural-elements
View Article***WARNING- APPLIED SELFWEIGHT IS LESS THAN TOTAL WEIGHT OF ALL STRUCTURAL...
Hi! I'm new to STAAD and I could not figure out why STAAD gives ***WARNING - APPLIED SELFWEIGHT IS LESS THAN TOTAL WEIGHT OF ALL STRUCTURAL ELEMENTS IN LOAD CASE 3 ALONG Y. Can anyone please help?Thank...
View ArticleRE: **WARNING-fx fy fz wind forces: 0.0000E+00 0.0000E+00 1.5887E-01 at...
The warnings are generated due to the loading in Load Case 5. If you select that load case, you will see that wind loads are not fully generated on the bigger truss. You may use the Define Z Range...
View Article**WARNING-fx fy fz wind forces: 0.0000E+00 0.0000E+00 1.5887E-01 at...
Hi, good evening. I'm having 20 warnings with my structure pertaining to the wind load. Can you help me solve this warnings? Your help is very much appreciated.STAAD SPACE DXF IMPORT OF TRUSS1.DXFSTART...
View ArticleRE: Reinforced Concrete Detailing in Microstran
Please check the program Help - Chapter 19 RC Design and Detailing for instructions and specifics.
View ArticleReinforced Concrete Detailing in Microstran
How to create RC detailing in Mirostran, please provide in steps?
View ArticleRE: **WARNING-fx fy fz wind forces: 0.0000E+00 0.0000E+00 1.5887E-01 at...
The problem is, when I define the range. The wind loads is not where I really want them to be. The wind loads are on the wrong truss. Is there a way to know the correct range? Thank you for answering!
View ArticleRE: **WARNING-fx fy fz wind forces: 0.0000E+00 0.0000E+00 1.5887E-01 at...
Where do you want a wind load to be generated and in which load case?
View ArticleRE: **ERROR** SECTION PROPERTIES NOT ENTERED FOR MEMBER 5 **ERROR** SECTION...
Go to Select -> By Missing Attributes -> Missing Property and the members without sections assigned will ne highlighted. Assign section properties to these members and the errors will disappear.
View Article**ERROR** SECTION PROPERTIES NOT ENTERED FOR MEMBER 5 **ERROR** SECTION...
Good Day Mr. As I do my analysis. I encounter this error. Can I ask for your help how to resolve this. It will be a great help to my overall requirement. Thank youAttach below is the Staad EditorSTAAD...
View ArticleRE: PRINT MAXFORCE ENVELOPE bug
Usually I make changes for section properties within STD file manually and after than STAAD constantly removes "LIST" from Maxforce envelope line.
View ArticleRE: How to make sure which primary beam rests over the other when two primary...
THANX WHEN WE INTERSECT TWO CROSSING BEAMS A NODE IS FORMED. SO ONE BEAM REMAINS AS SINGLE BUT THE OTHER IS SPLIT INTO 2. DOES IT MEAN THAT THE BEAM THAT REMAINS AS SINGLE IS THE SUPPORTING BEAM &...
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