RAM steel beam takeoff query
HelloWhy does RAM steel include sections in the take-off that are greater than the depth restriction? Surely such beams should be ignored/flagged up as a no design.ThanksAllan
View ArticleGrating
Hello,Sir I am performing analysis on grating for heavy load. I am trying to design plates/strips in staad but staad is not giving utilization ratios against that section.Kindly give me response as...
View ArticleWhat is the problem in my model?
after putting the loads, I analyzed my model and found 2 errors and three warnings? what does this errors mean? i cannot continue my work because of these errors(Please visit the site to view this...
View ArticleWind load on SP 20.13330.2011
I’m a Civil Engineer employee of Technip and I would kindly request support and clarification about the application of wind loads based on the SP 20.13330.2011. The main concerns is about the...
View ArticleWhat load shall I used? (Seismic Definition)
in the seismic defnition UBC 1997, under Element Weights or Floor Weights, what weight shall I used here, is it the Dead Load or Live Load?
View ArticleRAM Concrete beam not being loaded by slab
In RAM Concrete, I have a concrete beam that is loaded uniformly by a one-way slab, running perpendicular to the beam. However, the loading I get is less than expected. The shear diagram looks like a...
View ArticleIsolated Footing Design (Service Load)
after designing a structure, i exported my file to staad foundation. all load combinations were exported. I created a new load combination Dead Load + Live Load to be my only Service Load, the others...
View ArticleQuery about ratio parameter
In design according to EN 1993-1-1:2005How ratio is obtained?Tech Reff. File quotes that"prints the ratio of the actual stresses to allowable stresses for the critical condition. Normally a value of...
View ArticleAnybody have troubles with Staad Pro designing Bridge?
I have some troubles with movings loads, i recently downloaded LEAP, i kind a new with LEAP I prefer STAAD Pro to my analysis, anybody could with me a hand?
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Confusing cut along line result . My misunderstanding,wrong model or bug...
I have start to model rectangular water storage tank but when I use the result along line of cut section the result make me confuse.I search from the forum about the concept of result along line and...
View ArticleHow can I assign a uniformly distributed load to a slab?
This load is parallel to a beam with a perpendicular distance of 0.7 meters.
View ArticleHow can I see the center of gravity of a structure for different types of...
(Please visit the site to view this file)For, Example when we are designing abutment of bridge structures what we do is we put the axial load coming from the super structure in the location of bearings...
View ArticleSTAAD Foundation Advanced - error regarding self weight
I analyzed mat foundation desing exported from STAAD pro, but there was error regarding self weight.I selected self weight in STAAD foundation advanced to apply foundation self weight and input soil...
View ArticleWhen we are using unconventional composite sections in railway bridges we are...
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View Article**WARNING - UNEXPECTED COMMAND IN LOAD DATA *** ERROR *** ABOVE LINE CONTAINS...
hi, I've just started using Staad program in designing, I've learned this by watching Youtube but I always come up with this error. Can you help me with this problem. I'm trying to design now a...
View ArticleMoment capacity of Steel beam GRAVITY v/s LATERAL FRAME
Why there is a difference in the moment capacity of a beam when compared to gravity design and RAM FRAME design.For example, for one particular beam, if the moment capacity is 120 k.ft shown under...
View ArticleRAM Shear Wall Design Report
Hi,I am currently using the RSS version 15.03.I've completed the shear wall design with graphical reinforcement output. However, i cannot seem to output the design report (which i could easily do with...
View ArticleSTAAD Output (Reinforced Concrete)
After Run Analysis. I go to Staad Outout, I want to see only the number of bars and and stirrups in beams. Is there a way to do this. Thanks.
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