Enhancement submitted on behalf of Conor Daly, from Jacobs Engineering Group. CS0223518 – PBI PRODUCT BACKLOG ITEM 1453001: I would like to request an option to manually adjust the width of the gusset. Right now, you can see in the attached that t...

Enhancement submitted on behalf of Taye Ojo, from Jacobs Engineering Group. CS0222072 – PBI PRODUCT BACKLOG ITEM 1509265: Is there a way to include in the stresses that are compared vs 0.2F´c for the check of section 18.10.6.3.

Enhancement submitted on behalf of Larry R Brock Jr. CS0181629 - PBI PRODUCT BACKLOG ITEM 1408852: Section 2204.3 of the 2022 California Building Code requires anchor-bolt bending to be considered for shear transfer with a base-plate with oversize...

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.

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...

Sometimes I have two models and would like to combine them.Unfortunately the OpenRE format does not include steel design properties. I would like to either add Steel design properties to the OpenRE file and/OR add an option to import directly from...

It looks like RAM concept design minimum beam reinforcements per 9.6.1.1 & 2., this section provides minimum reinforcement greater of 3Sqrt(fc)/fy*b*d and 200/fy*bd. However, per 9.6.1.3 If As provided at every section is at least one-third gr...