Recent content by sachintoi

In my case it need to pull beams right. so ties should be horizontal and cannot be sloping.and what about their spacing and dimensions in general.something like 23 cm* 30cm in cross section with a spacing of 3 to metres (column to column) can i use make it a ribbed slab(sloping beams...

sorry but v shape is not a tie but just a arrow pointing towards the sloping ties under the roof (forgot to make it red) sorry for being careless so both fig are correct i think right one will suit my needs PLEASE CONFIRM

ok, which fig (new) shows the correct tie left or right? http://img809.imageshack.us/i/ties.jpg/

ok , which fig(new) shows correct ties left or the right? http://img809.imageshack.us/i/ties.jpg/

will providing beams as shown in new fig solve the problem? http://img692.imageshack.us/i/beams.jpg/

will the ties go in both direction or just along the walls where slab rest?

WILL the tie be sloping or horizontal (column to column)

PLEASE elaborate direct example with respect to fig will be great

IS it possible to design a sloping roof (as shown in fig)? if yes please help in placing of beams.] thanks