Failed to create tile mesh

E

erdigoksu

New Member
IN THE ATTACHED PROJECT, IT SAYS THE NETWORK FAILURE TO BE CREATED DURING THE ANALYSIS ON THE 3rd FLOOR D11 AND D15 FLOORINGS. HOW CAN I SOLVE THIS ONLY IN THE REPORT, MDMAX APPEARS AS AN FOREVER NUMBER.
 
Why did you not follow the recommendation for the K9 beam? I do not recommend D11, D114 and D15 as they are not followed.
 
Ünver, due to the fact that the interior clean dimensions of the elevator are requested as such; I apply what you said that you wanted me to shift my static reporter beam in this way, I am trying to benefit from your experience and improve myself. Thanks for your interest and help.
 
"erdigoksu":203w6hfl" said:
IN THE ATTACHED PROJECT, IT SAYS THE NETWORK FAIL TO BE CREATED DURING THE ANALYSIS ON THE 3rd FLOOR D11 AND D15 FLOORING. HOW CAN I SOLVE THIS IN THE REPORT? If the part connected to the K35 beam is entered as a separate slab, the slab nets will be created correctly and the Mdmax value will appear normally in the slab report.Some other notes: -D11 and D15 hollow block slabs are defined as a single cantilever rib/cassette with no continuity. Continuity can be achieved with D17.) The rib teeth of the D14 slab on the 3rd floor are loose and the slab is almost not connected to the beam due to the gap opened on the right edge of the slab. I recommend that the flooring system be reviewed.
Click to expand...
 
You must log in or register to reply here.
Back
Top