Wind load does not show
As you can see here the wind load does not show on the rest of the Z+ building face i tried to play with the ranges but it does not work
the part where it does not show is a cantilivar beam the left side of the photo down here
screenwall at roof level
I have a relatively tall screen wall at the roof level - about 20ft tall - around a mechanical area. The structure is kicked back into the roof diaphragm. What is the best way to model it so that RAM Frame accounts for its wind surface area? The footprint…
how to get the loadings details in report????
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?
Getting Wind Load error in RAM Structural Frame: "Some of the Wind Loads for Load Case (every single one of them) may have been missed on diaphragm." How to fix this? Also can't find the support contact information?
Having some problems with RAM Structural Frame: "Some of the Wind Loads for Load Case (every single one of them) may have been missed on diaphragm." How is this solved? If this is a quick fix, please let me know. How do I get the wind loads to generate…
RE: RAM Wind Loads
Actually we ignore the internal pressure altogether, because we assume the structure is a closed box and the internal pressures will always cancel each other out when it comes to the total lateral force for the MWFRS.
RE: wind loads on walls with varying heights in ram
Regretfully our wind load application is fairly simplistic. The slope of the roof is not fully accounted for and the parapet is only a constant dimension per story.
The RAM Frame - Wind Loads FAQ clarifies these points. Ultimately, using User Defined…
RE: RAM Frame ASCE 7-10 Wind
ASCE 7-10 uses an ultimate wind load type, but the program is asking the user to input basic wind speed, V,see Section 26.5.
Undergraduate modeling 5 story structure in RAM Structural System
Hello all,
I'm an undergraduate modeling a 5 story building in RAM Structural System for a structure class. I have several basic issues:
1. Load inputs: Snow = 30 psf, LL = 100 psf, DL = 3000 kips
QUESTION: Do I differ the loading between Floors…