Parking lot and viila modeling

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tasyapı

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hello friends, in the photo I have uploaded, it is desired to be used as my downstairs pipe and parking lot. Can all of them consider and model this structure? how? Otherwise, it is necessary to model the villas separately from each other and to model the car park separately. would that be true? I don't know where to start, can you help me?
 
All of them can be modeled as a whole. It will be easy and comfortable in terms of parking solution. Otherwise you need to make extra twins (conjoined columns). More than one rigid diaphragm naturally appears on the upper floors. Of course, the sheet grows in terms of drawing. In such a case, since the number of floors is low, the upper floor modules can be examined and similarity can be established.
 
thank you for your help. yes, that's why I don't want to dilate from two different places. Is it okay if I put large columns in all corners of the basements of the buildings instead of turning them completely, and make them smaller in the upper floors? Because the curtain will be redundant. the top of the parking lot will be a landscape area and I will have to load quite a load.
 
"tasyapı":1d84yols" said:
approximately 60 m length is the area where I will turn the curtain. Would it be inconvenient to pass without dilatation
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According to TS500 article 6.3.4, considering the effects of temperature and shrinkage, the joint spacing should not exceed 40 meters in structures that are open to external influences. .
 
I think the same way. I evaluated it as the 1st part until the end of the B type villas and the 2nd part for the after. even this will hardly fit on the sheet anyway. Do I have to continue on a new page for the 2nd part, or is it okay if I make a joint on the same page and continue? I mean, can I get both separate templates as they won't fit on the same page? Also, since there will be a landscape area above the parking lot, I took the floor thickness as 20 cm and the beams as 30/70. am I exaggerating? -- What are your thoughts in general?
 
"tasyapı":1t7nxkyk" said:
I think the same way. I have considered the 1st part until the end of the B type villas and the 2nd part for the after. Even this will hardly fit on the sheet anyway. Is there another new page for the 2nd part? I have to do it or is it okay if I continue to grout on the same page? I mean, can I get a separate mold plan as they won't fit on the same page? -Also, I took the floor thickness as 20 cm and the beams as 30/70 because there will be a landscape area above the car park. ? --what are your ideas in general?
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You need to edit the drawings to get a separate formwork plan. That's why I recommend separating the model. 20 cm slab 30/70 beams is not an exaggeration for the loads you get. I suggest you take earth load on the earth curtains in the basement .
 
I have defined 1 ton/m2 vertically and horizontally. I can see the loads in the 3d perspective window. But I cannot find them in the calculation report. I defined 1ton/m2 (50cm soil) for flooring. Also, can I enter it as soil load myself and how can I see it in the account reports?
 
"tasyapı":2bvvgiqp" said:
I defined vertical and horizontal 1ton/m2. I can see the loads in the 3d perspective window. But I cannot find it in the calculation report. I defined 1ton/m2 (50cm soil) for the floor. Also, can I enter it as soil load myself and calculate the same way? How can I see this in the reports?
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You can enter the soil load on the slab as the pavement load. The calculation reports show the G/Q loads of the slabs. Where Q is the live load value you entered, G is the pavement load you entered + the actual weight of the slab.
 
You can enter the soil load on the slab as the pavement load. G/Q loads of the floors are shown in the calculation reports. Where Q is the live load value you entered, G is the coating load + the self weight of the floor you entered.
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Where can I see the same values for the curtain in the calculation reports*
 
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