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  • RAM Elements Double Angle in Compression with AISC slenderness computation is off.

    I am modeling a truss with LL angle chords. The model is computing a very very high slenderness ratio and in turn is returning a very low capacity for the chord compression. Can someone provide some insight on what how RAM is computing the slenderness…

  • Error in Design - Simple Steel Flat Truss

    Hello All, I have modeled a simple steel truss to check my hand calculations. When viewing the global status of the model, the diagonal members are shown to have "Errors in Design." The members all have ratios from 1.84 to 3.6. However, my…

  • Barras armadas comprimidas Grupo IV y V

    Hola; Necesito saber si es posible generar barras según las define el reglamento CIRSOC 301, como Itipo Grupo IV y Grupo V en RAM, como se ven en la imagen del link. https://www.google.com.ar/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&ved=2ahUKEwjp8…
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