SECTION FAILS WHILE DETAILING
Hello Please help me with my design of G+4 building and staad output showing some warning mentioned below :-1. Section fails whie detailing2. Section fails while designingPlease help me with the...
View ArticleRAM DA SS Extracting Shear force in tabular format
Hi,I am looking to extract some information from RAM using a VBA. Currently, I am specifically looking to extract the Max Shear (Max VEd) and the Shear force used to calculate the capacity (VEd). I...
View ArticleSingle Angle Compression Design
Long story short, I have a very simple model that consists of a single angle with a compressive force on it. The member is a 6x6x9/16. I am unable to derive the same unity as STAAD when using AISC...
View ArticleCrosssectional Area of Pipe
Dear Sir In StAAD the Crossectional area of pipe is 706mm2 but actually calculated area of pipe( 50mm*5mm thick) is 1493mm2.Please reply to me as soon as possible.
View ArticleDesign of slab elements manually using results from STAAD.Pro
Hello Everyone,I want to design slab elements manually as I usually do for beams and columns in order to verify the results from STAAD but what are the moments that I should consider from STAAD results...
View ArticleDesigning double channel-front to front
HiI have a strucrure that has modeled in staad pro and there are some double channels(front to front) for vertical bracing sections. When i want to design structure using AISC-360(ASD) there are some...
View ArticleInstability in MX direction
Hi in my design i am getting warning of instability at joints in direction of MX , please help me out give me the solutions for a safe designSTAAD SPACESTART JOB INFORMATIONENGINEER DATE 23-DEC-2016END...
View Article*WARNING- NO MEMBERS LOADED FOR A FLOOR LOAD GENERATION
(Please visit the site to view this file)Dear Engineer's,I am receiving above warning , how to solve it??I have attached model for reference.../How to check my staad pro(SS6) licence../
View ArticleReduction of deflection in column with gantry crane
Please find the following STAAD file for a Industrial structure wherin there are gantry cranes in both the bays . but the problem here is the excessive deflection due to the wind load from the longer...
View ArticleHow to display Shear and Bending Results for a Group of members
I have created my beams into groups so that it would be easy for me to view the results , how ever i cant find except the Forces for ALL beams , Is it possible to view the same table only for a GROUP ....
View ArticleWhat is the difference between the Load combination and load envelops ?
What is the difference between the Load combination and load envelops ? and why does the bending and shear diagrams are calculated only for one load case and not for the combinations . I am...
View ArticleDESIGN A STAAD BALCONY RAILING
WHEN I WAS DESIGN A GLASS BALCONY RAILING IN STAAD CONTAIN ERROR *** ERROR *** ABOVE LINE CONTAINS ERRONEOUS DATA.BOTTOM SUPPORT CHANNEL 125 X65X5AND GLASS THICKNESS IS 6+0.76+6WIND PRESSURE 1.35...
View ArticlePhysical Member Code Check AISC 360-10
Is it possible to do a code check on physical members in STAAD.Pro using AISC 360-10? I've seen a video on Bentley LearnServer where it is done, but I get an error stating that "Physical member design...
View ArticleMSTower STA angles
MSTower, How can I assign STA angles of different sizes, for example L5 "x5" x1 / 2 "+ L4" x4 "x5 / 16", which is the angle of reinforcement of the tower. Thanks.
View ArticleHow to change the orientation of a steel UC and UB in Modeling
Iam trying to change The orientation of The steel UC by 90 degrees so that I can design my connections (manually) easily . Is it possible ? and based on what dose staad pro choose the orientation ?...
View ArticleClik here to view.
Modelling shear wall support
Good day,I would like to find out how best can the supports for a shear wall be modeled. Considering the footing under a shear wall is continuous, placing fixed footing at the ends of the wall would...
View ArticleRam Connection SMF Doubler Weld Design
- I am designing a BFP connection using Ram Connection V 11.0.0.177. When I input the connection and the loading requirements, there is no output information regarding the doubler design or the...
View ArticleDoes Ram product is applicable to use in Singapore?
hi,I wonder if Ram structural system, ram concept and ram connection are applicable to use here in Singapore?
View ArticleClik here to view.
User Defined Story Forces (RAM SS) into RAM Connection?
I have a RAM Structural System model that I have manually inputted my wind forces with "User Defined Story Forces" for a "Type-Wind" load cases.After analysis of RAM Frame, including member and code...
View ArticleNo Shear Deformation in Simple Beam
I noticed that if you model a simple beam (1 element, 2 nodes each pinned) in STAAD then shear deformation is not considered. When I added a node to the center of the beam and left everything else...
View Article