I could not see the linear load effect on ribbed floors in the report.

U

uzooo

New Member
Hello, take it easy.....I made a solution by influencing 0.625 TON/M linear wall load on 1.5 METERS DIFFERENCES..(SEMI-RIGID DIAPHRAGM) ...Later, influenced by what was written in the forum, I removed the linear load and analyzed, nothing much changed. .If I enter the slab loads on the beams at zero, and if I enter 0.625 tons/m2, it is in the same report...Is there something I missed? download link:
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Re: I can't see the linear load effect in ribbed slabs You cannot define linear slab loads in ribbed slabs. Instead, if there is a wall above the floor, you can increase the live load by 150 kg/m² in accordance with the regulation.
 
Re: I can see the linear load effect on ribbed floors in the report
"uzooo":2d4z7eo4" said:
Hello, take it easy.....I made a solution by adding 0.625 TON/M linear wall load to 1.5 METERS DIFFERENCES..( SEMI-RIGID DIAPHRAGM) ...I was influenced by what was written in the forum afterwards, I removed the linear load and analyzed, nothing much changed... If I entered the floor loads on the beams at zero, even if I entered 0.625 tons/m, it would be in the same report... I wonder if I missed something. download link:
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Hi, In the semi-rigid solution, the linear slab load defined on the ribbed slab is transferred to the load-bearing beams.In the picture below, the results of the K16 beam are shown when linear load is defined and not defined on the D01 slab in the basement. the defined linear slab load is not taken into account on the beam, instead a point load can be defined on the beam or it can be added to the wall load value from the beam settings.) Good work
 
Re: I can't see the linear load effect on ribbed floors in the report Mr. Levent, I wrote the answer below, thinking that the attached project was done with V7. Is the situation in V7 the same as you say?
"NYILMAZ":2hway9ty" said:
You cannot define linear slab loads in rib slabs.
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Re: I can't see the linear load effect on ribbed floors in the report
"NYILMAZ":38c2lnhk" said:
Levent, I wrote the answer below, thinking that the attached project was done with V7. Is the situation in V7 the same as you said? [quote ="NYILMAZ":38c2lnhk"]You cannot define linear slab loads in rib slabs.
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[/quote] Yes, Mr. Nedim,
 
Re: I can't see the linear load effect on ribbed floors in the report Thank you. There is a missing information in my mind or there is an age problem now :)
 
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