Mosque cassette flooring HELP

V

volkan-1980

New Member
FRIENDS, I WORKED ON CASSETTE FLOORING FOR THE FIRST TIME. FRIENDS WITH CASE FLOOR EXPERIENCE DO NOT MISS YOUR COMMENTS AND OPINIONS THANK YOU VERY MUCH IN ADVANCE...
 
Hi My Suggestions: --Enter the live loads on the mahvil floor ceiling --Why are there wall loads on the beams in the mahvil floor ceiling? --If you are going to take the live loads on the beams on the mahvil floor ceiling, you should get a load of 0.15*0.4=0.06 t/m. --Enter the stair load --Correct the iron lengths on the tape more than 12 m by staggering. Take it easy Ünver ÖZCAN
 
Unver, first of all, thank you for your comment. * Since the roof will sit on the mahvil floor ceiling, I did not enter a live load. *I missed the loads on the mahvil floor ceiling beams, I rearranged them and entered 0. *I entered the stair load as 1 tf/m2 live load on the beams around the stairs. Is it missing or wrong? *As you said, the length of the reinforcement exceeds 12 meters. When I get the beam extension, I will manually arrange the reinforcement overlays in 2 dimensions. Do you think it would be economical to carry the roof on the cassette floor and the wooden ceiling covering from the bottom? Do you have any suggestions about the design?
 
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