Reinforced concrete column steel beam combination

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nagehankibar

New Member
Hello. In the project, I need to enter a steel roof with a beam without a truss. I made a model that I saw on your site. But my sections do not save, I wonder if the error is in the joins or in the analysis system. Thanks in advance..
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Hello there; Your cover loads seem a bit too much. - your coating weight is 30kg/m2, 15kg/m2 can be selected for this normal sandwich panel - you have defined 150kg/m2 live load on the coating. If no other equipment is to be placed on the sloping roof surface, there is no need for this, the snow load value will be sufficient for human walking. - You do not need to enter the wind loads by user, the program calculates automatically anyway, unless there is a special case. When you edit what I said, as you can see in the image, there is no unsaved staff in the project. Best regards.
 
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