Hi all!
I am designing an industrial building with bridge crane rated capacity 15 Ton. Because of poor soil in the site I try to design frame support pinned.
The broblem is lateral deflection due to wind load is very hight. But in our building code there is no deflection limit for steel frame...
Hi all!
We are designing a three-story building in a site
with 17m depth of fine grained loose sand. Ground water table
fluctuate by monsoon at 7<->3m below surface. We are considering
many methods of deep compaction and method of compaction/replacement
surface sand with medium grained sand...
Hi all!
I have a question about live load distribution according with ACI318 and ASCE7 (I am not familiar with the codes).
When designing R.C moment frame of 3 story building, should I check the structure for all combination of live load that may critical (checkerboard distribution of live load)?
Hi all!
I have a question about live load distribution according with ACI318 and ASCE7 (I am not familiar with the codes).
When designing R.C moment frame of 3 story building, should I check the structure for all combination of live load that may critical (checkerboard distribution of live load)?
Hello all.
I need to design spead foudation with width of 2.5m,
laying in fill of fine sand with depth of 4m, on top of 20m
depth of peat.
The soil is improved using geotextile.
My question is: What are typical characteristic of soils
for sand and peat should be used for calculation of bearing...
