monolithic concrete slab supported on 4 sides ,,, dimensions 1m * 2.6m with a load of 769 kg / m2 ,, thickness slab 0.10 mts ,,, could this load resist me with this thickness ,,, concrete 210 kg / cm2
Brother, Two things here to be mentioned, First is that you have plate meshed by a division of 10 by 8 for longer inclined panels ie.,. 10 divisions along x axis & 8 divisions along y axis, but 5 by 10 for shorter inclined panels i.e.,. 5 divisions along z axis & 10 divisions along y axis. Hence the nodes generated at corners of the four inclined panels are not in contact. Same in the bottom panel in XZ plane, the nodes are not colinear. So, the stress or pressure will not be transferred properly??? Second thing is that in design you have assigned beam parameter to vertical members (Columns), it should have been column parameter no???
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i can not assign the plate fy and fu why? please reply
Can we use plate as shear wall??
In connect edition not possible till now.
monolithic concrete slab supported on 4 sides ,,, dimensions 1m * 2.6m with a load of 769 kg / m2 ,, thickness slab 0.10 mts ,,, could this load resist me with this thickness ,,, concrete 210 kg / cm2
Hi Sir, I wish you can create a video for window/ Glass analysis to check on thickness required. Thank bro
Noted
Brother, Two things here to be mentioned, First is that you have plate meshed by a division of 10 by 8 for longer inclined panels ie.,. 10 divisions along x axis & 8 divisions along y axis, but 5 by 10 for shorter inclined panels i.e.,. 5 divisions along z axis & 10 divisions along y axis. Hence the nodes generated at corners of the four inclined panels are not in contact. Same in the bottom panel in XZ plane, the nodes are not colinear. So, the stress or pressure will not be transferred properly???
Second thing is that in design you have assigned beam parameter to vertical members (Columns), it should have been column parameter no???
That is unintentional mistake. It will be 5 by 8 mesh size for shorter inclined panels.
STAAD RCDC FE 2.1
According to new community law/guideline we can't share any unauthorized link or information regarding software. If we do then our channel will be terminated by google.
Sure... Point noted...