HI
how the cold formed steel design is different from the Hot rolled steel design?
is design of cold formed steel structure on SAP2000 ok or some other software should be used?
any other good software for CFS design?
how do we apply temperature on the CFS structure.i have CFS model is sap2000...
Hi,
I have a building foundation at three levels z=3,z=-18 and z=-26.5, how do i export these base reactions as .f2k format for the foundation analysis in safe.i tried exporting them, when i put elevation level -26.5 sap gives reactions at -18 but i couldn't able to get the reactions at z=-26.5...
Hi
I have to design a OHWT of capacity 60,000 gal (imperial). shape is octagonal on six RC columns height of the base of tank is 60',dia at 60 Elev. 23',dia at 60+5 Elev. is 37' and with this dia it goes straight up for 9',top is coned with an height of 9'. soil BC is 2tsf.how to start the...
Hi,
how to make a column have fixed support, is longitudinal bars bending pattern at foundation level effect the fixity condition, mean if bars are bent inside and if bars are bent outside or bars are not bent at all they are erected without bending what will be the difference in behavior.
Hi
I have to model a beam with slab from one side supported at top of beam and another slab supported at bottom from other side.
how can I model it in SAP2000?
Regards
Hi,
for one way slab ABCD I have longer dimensions AB and CD, main reinforcement is in shorter direction spanned on the longer direction and temperature/shrinkage reinforcement in longer direction spanned on shorter direction.
how to find the negative reinforcement length above temp/shrkg...
Hi,
RC column of size 18"x18" column height 11' have to be increased to size 30"x30"
how can we do this? building is under construction just columns are constructed upto 11' height on a raft 24" , design revision says column should be increased. code followed UBC 97, seismic zone 3. two more...
