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Wall #6 is not supported along length and Columns have zero or negative height
Pascual Mauricio
Hello all, In RAM SS, I am modeling an elevator pit for a multistory steel framed building. I have two levels for the elevator pit since the actual pit slab ("dummy slab") will be 6 ft below grade, and the walls continue another 11.5 ft down the dummy…
Answered
5 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Is there a way to apply nodal loads at an angle in the Frame Elevation of the modeler?
Robert Antonucci
Trying to apply nodal loads to a frame that is skewed and it seems the options are limited to X and Y only. Applying with X and Y components at frame end did not produce expected results.
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Design of Solid slab (Conventional slabs)
Sulaiman Ade
Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Imposed Loads in RAM Modeler - Drawing Walls
Edward Pigozzo
Hi there, When I export the floor to RAM modeler if I have a super imposed load not over the column grid I need to put in the loading using coordinates. As shown below: If I need to change this slab. I then need to re-export it and then put in…
over 5 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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