Comparison of Different Steel Systems

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recepekmekci

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Hello, Building dimensions: X direction 20m ; Y direction 30 meters X direction axis spacing: 20 m Y direction axis spacing: 6 m Roof Slope: 33% Roof Covering: Galvanized Sheet + Insulation (8 kg/m²) Snow Load: 75 kg/m² DTS :4 Sidewalls: Pumice Birket I tried to solve the structure I gave above by using different steel systems. I have shown the most economical solutions I could find in the picture below. I would be very happy if friends who have time can share information by examining the projects. Download Link:
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Honeycomb beam stands heavier than normal frame. In addition, in such single-storey hangar-type structures, cross is preferred for Y direction stability. In your design, either the earthquake beams should work like a frame beam or the column feet should be built-in. This situation is not preferred.
 
"miralay":qgwbiucg" said:
The honeycomb beam is heavier than the normal frame. In addition, in such single-storey hangar-type structures, cross is preferred for Y-direction stability. In your design, either earthquake beams should work like frame beams or column feet should be fixed. This situation is not preferred.
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Thank you for your answer. My questions are: There will be infill walls along the Y direction. Will the infill walls serve as a cross? What kind of design should I make so that the column legs are recessed. Can you share by making changes on the examples?
 
Hello there; In your Momnet transmission frame model, the column foot joint geometry you enter into your columns is suitable for built-in. You can use it in your other projects in the same way, for built-in construction. Infill walls do not act as a cross. To ensure stability, you can either insert a moment-transmitting frame in both directions or crosswise as previously mentioned. Good work.
 
"nurgulkaya":3e5pmuni" said:
Hi; In your Momnet frame model, the column foot joint geometry you enter to your columns is suitable for recessed. You can use it in the same way in your other projects, for the formation of recessed. Infill walls do not act as a cross. In order to provide stability, they can be used in both directions. You can enter a moment-transmitting frame, or you can enter diagonally as stated before. Good work.
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Thank you for your answer. I used a non-moment-transferring connection with brackets in the junction of the beams in the Y direction. Should I arrange it in the form of a moment-transmitting frame in the Y direction?
 
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