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Add tornado wind loads.

Beginning in ASCE 7-22/IBC 2024, structural designs must consider tornado wind loads for essential facilities. The calculation of these loads and the associated load combinations should be added to RSS.
2 months ago in RAM Structural System 0 Future consideration

ASCE 7 Minimum Wind Load Application

ASCE 7 (10, 16, and 22 versions) section 27.1.5 specifies a minimum wind load on the entire building projected area (see commentary). This should be applied as a separate load case. RAM Frame treats this as individual floors shall not receive less...
3 months ago in RAM Structural System 1 Future consideration

Lateral Drift Load Combinations for Wind

There seems to be a fundamental problem with lateral drift for wind in RAM Frame. Currently, accounting for lateral drift in accordance with ASCE 7, Appendix CC "Serviceability Considerations" requires some juggling. To follow this procedure, one ...
5 months ago in RAM Structural System 2 Future consideration

Unbalanced Snow Loads

I would love to see expanded snow loading capabilities that let you apply different load distributions that are enveloped for design. Specifically for gable roof structures, ASCE 7 requires that you apply a "balanced" load (uniform across the whol...
7 months ago in RAM Structural System 1 Future consideration

Absolute Member Force Envelope

In the Analysis -> Load Combinations we are able to view a member force envelope for the Max or Min, but not the absolute value for worst case loading. When looking at a braced frame elevation with brace axial loads, in order to determine the a...
almost 3 years ago in RAM Structural System 1 Needs review

Apply Lateral Point(Nodal)/Line Loads Logically

Below is a list of thoughts about lateral point(nodal)/line loads. Incorporating any of the below ideas would be helpful. 1. Allow the user to apply lateral line loads as well as lateral point(nodal) loads. 2. Allow the user to apply lateral point...
9 months ago in RAM Structural System 0 Needs review

Separate Analysis per load

Many times I will change one load, for example a seismic load which is palced at the Ridge. Then I have to reanalyze and redesign the entire model, every load case. There should be a way to analyze only the affected load cases and redesign only th...
about 3 years ago in RAM Elements 0 Needs review

User Customizable Cp Leeward Value

Allow for users to specify/override the Cp Leeward value in ASCE 7 wind generation to account for buildings built as additions to existing structures or allow for future additions to the current model. Current wind generation is unconservative in ...
over 1 year ago in RAM Structural System 2 Future consideration

Giving Openings Priority over Beams

Currently there is no simple way to model a banded slab with complex steps and openings within the band so allowing the openings to have priority over the beams without checking the "Mesh as Slab" option would mean the beams could be simply added ...
almost 2 years ago in RAM Concept 0 Future consideration