Iam trying to export an autocad drawing to another program with rounded units (like 25.897 to be 25.6 ) , I tryied with adjust Decimal Precision but it dose't help.
Any way to figure out this ?
Dear all
I'm working in a high rise building (about 70 stories Residential Building)
The system is post tensioned flat slab with RC shear walls & Columns.
We got a high lateral deformation in the suspended slabs due to dead load besides the lateral forces drift.
The lateral drift satisfied H/650...
In BS 8110 there is a modification factor "kt" (table 3-10) ,which multiplied into basic span/depth factor
this factor take the tension steel effect in deflection.
in many calculation this factor become less than 1 !!( .75, .6 etc)
then the S/d factor reduced !
is this factor used for...
hi
Please i want any body to clear my doubts about the robusness and accidental load as the following:
1- I consider as BS8110 part1 sec 2.2.2.2 we should to creat&design a "tieing system" as sec 3.12.3 by calculate Ft and check the the tie element reinforcement > As=Ft/(.95Fy), is that...
hi
How I can design a Box, Angle or any shape section of concrete column subjected to flexure moment , axial load and shear force strains.?
and where can i found it's reference in the international codes ?
Best regards
