Ram Structural System Sloped Roof

Note that this requires that decks must be redefined in the modeler each sloped plane must be modeled as a separate deck polygon.

Ram structural system sloped roof.

Analyze and design of any connection type and verify your connections in seconds all with comprehensive calculations including seismic compliance. What are other engineer s takes on diaphragm modeling of a typical untopped metal roof deck. Ram structural system helps engineers like you. We don t analyze sloped rigid diaphragms.

The ram structural system automatically considers both parameters when calculating the roof live load reduction. The attachment of non structural elements is the responsibility of the architect or designer unless specifically shown otherwise. For the rest of videos. Bentley ram structural system full training.

Tackle projects with confidence and quickly produce high quality and economical designs using various concrete steel and joist building materials. Sloped diaphragm modeling. In order to correctly define sloped roof two separate deck polygons are modeled. When structural observation or field.

The analysis and design of primary structural system. Consider 1 1 2 vulcraft type b 20 ga design thickness 0 0358in. Using a sloped semi rigid diaphragm is an alternative. Ram structural system help.

Furthermore if your structure is subject to trust diaphragms should be turned off at least while investigating gravity loads. Save countless hours with an intuitive modeling. Modeling building structures in ram structural s. I use ram structural system s frame module for my lateral analysis of steel framed buildings with the following parameters for this type of roof deck.

Enjoy the videos and music you love upload original content and share it all with friends family and the world on youtube. Ram structural system provides you a complete solution for analysis design drafting and documentation for steel and concrete buildings foundations and even individual structural components. When the roof loads are specified by the user the magnitude of the load should be that given as the basic roof live load value not the reduced value to account for slope or area. Sloping semirigid diaphragms are allowed in the program.