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RAM Structural System
15.04.00
ACI 318
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analysis
beam
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Unconservative
ERROR THICKNESS NOT PROVIDED FOR ELEMENT 90
Amit Kumar
ASSIGMENT-6.std ON RUNNING THIS ERROR COME ,,PLEASE GIVE ME SOLUTION TO RESOLVE THIS , I HAVE TRY ALL THE METHOD GIVEN PREVIOUSLY
5 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...
Dragon
STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…
10 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RAM Frame and NBCC 2015 4.1.8.11 4)
Peter Rymal
Hi, Based on NBCC 2015 4.1.8.11 4) single storey buildings with steel or wood deck as diaphragms can have a higher fundamental period compared to 4.1.8.11 3) as seen in the snap below. However, in the current RAM frame the Ta is only based on clause…
10 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
version 17.03 issue/bug when setting demand/capacity limits
Kyle Gerard
Good Afternoon, My computer updated RAM to the latest software version 17.03.00 285 SES overnight, and my model went from no beam design errors to 1500 deflection errors. Upon investigation I discovered that this is happening because RAM seems to…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Design of Steel Columns and Frames using RAM Frame loads
Eric Feuge-Miller
I have used the concrete functions in RAM SS for lateral design, I know that the columns designated as 'Lateral' will use the RAM Frame loads for design (when checked off) for design checks. I am now using RAM SS for a steel structure, and noticed notes…
Answered
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
why adding a node on a beam shows different result when analyzed.
zeeshan haider
when i add node in continuous beam they result are changed in analysis and design i get different utilization ratio. without node beam are failed and by add node beam became passed .why ?
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Why does Ram SS take 20 min to design the beams of my building?
sam burke
Like it says above, design of beams takes at least 20 minutes every time. But if i jump onto another computer and run the same model, it takes 8 seconds. I'm running a AMD Radeon RX 5700 XT. I've updated my drivers, and changed monitors to no avail. Does…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Not a valid "Column base (CB)" joint
Dan Calabro
I am attempting to assign and design gusset plate connections using Ram connection using data from a RSS model. When trying to assign a connection detail to a joint the error The joint composed by node "171" and members "120, 886" is not valid "Column…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
SBeam 5.02 Crashes during design with RAM SS 17.02
Seth Guthrie
Applies To Product: RAM SBeam First Affected Version: 5.02 (with RAM SS 17.02.00.130) Found in Version: 5.02 (17.02.00.130) Released in Version: 7.00.00.111 Area: Design, Installation …
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki
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
Dummy beam
Sulaiman Ade
Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
How to create a cantilever slab by using the Physical modeler?
Sulaiman Ade
How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Mton/Cm to Kn/m
Sulaiman Ade
How do I change Mton/Cm to Kn/m
Answered
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Error when importing from RAM Frame to RAM Connection
Skylar Calhoun
Hello, I received this message when I went to import my RAM Frame analysis to RAM Connection. I noticed that my load combinations did not appear in RAM Connection, and I was puzzled why. I found that I could generate my loads, but my base plate design…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RAM SS not working
Karthik Madhur
For some reason I am not able to view any of the RAM files. I'm getting this window. RAM SS is the latest version. Can someone please help me out with this?
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
UC Ratio problem
arul mani
warehouse.zip wind calculation also in that folder.... try to fix this probem guys
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
how to get the loadings details in report????
arul mani
I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
UC Ratio problem
arul mani
Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
how to reduce deflection????
arul mani
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Foundation considers moment due to shear even when off
Seth Guthrie
Applies To Product: RAM Foundation First Affected Version: 15.04.00 Found in Version: 15.05.00 Fixed and Released in Version: 15.11.* Area: Design Issue #: 721210 Problem…
over 5 years ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki
RAM Frame P-Delta [TN]
Seth Guthrie
Product(s): RAM Structural System; Ram Frame Version(s): Any Area: Analysis; Design P-Delta in RAM Frame General A general second-order elastic analysis requires consideration of effects caused by displacements…
over 5 years ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki
ACI 318 Shear Design of Concrete Shear Wall Design Groups
Karl G
Applies To Product: RAM Concrete First Affected Version: Found in Version: 14.07.01 Fixed in Version: Area: Design Issue #: 668535 Problem Description Shear design of…
over 6 years ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki
ACI 318 Incorrect Moment Capacity Concrete Beam
Karl G
Applies To Product: RAM Concrete First Affected Version: Found in Version: 15.05.00 Fixed in Version: Area: Design Issue #: 719833 Problem Description In some cases…
over 6 years ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki
ACI 318 Transverse Reinforcement Boundary Elements of Special Reinforced Concrete Shear Walls
Karl G
Applies To Product: RAM Concrete First Affected Version: Found in Version: 15.05.00 Fixed in Version: Area: Design Issue #: 719403 Problem Description ACI 318-14 Section…
over 6 years ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki
RAM Steel Column User Assigned Bracing Cleared
Karl G
Applies To Product: RAM Concrete First Affected Version: Found in Version: 15.01.00 Fixed in Version: 15.05.00 Area: Design Issue #: 434924 Problem Description User…
over 6 years ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki
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