Agregar la verificación de conectores de corte tipo Cruz, con perfiles tipo W HEA, HEB o perfiles Tubulares (circulares o cuadrados) dentro del la interfas de RAM que esta dentro del Staad Pro.

Referring to Fig. R17.7.2.1a & Fig. R17.11.3.1 from ACI318-19 (refer attached sketch), these are the two similar concrete breakout failures one in case of Anchor bolts (case 1) and other for shear lug (case 2). In both cases, concrete breakout...

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...

It looks like RAM Concept uses an approximate method per Table 22.5.8.2 for calculating Vc and does not use the alternative option Vc per 22.5.8.3. There are cases where the shear capacity per 22.5.8.3 is less than the approximate method Per Tabl...

RAM Steel does the vibration check based on FloorVibe. However, with complex geometry finite element basis on design guide 11 is required to check vibrations. Other programs like ETABS, Robot Autodesk or Tekla does these calculations. Please have...

When viewing wall stresses in RAM Frame, I would like the ability to set the lower bound above 0. This allows me to set a pass/fail stress test. For example, if I’m interested in 0.163 ksi (which I am), I want to set the upper AND lower bound to 0...

Hi Karl, I hope this message finds you well, can we have an option to see the wall reaction in kN/m instead of just kN?

Hi Karl, I hope this message finds you well, may I please request to include a full screen crosshair (just like in AutoCAD) in the program so that we can see if the tendon is in a same line when separated by an opening or when the slab is very lar...

It will be nice to have aluminium materials in the design options; this will help those of us who frequently check aluminium member capacity; STAAD may have this; but we need this in Elements. These will make Elements complete program.

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 ...