Hi Posted this elwhere in this forum also, but seem to be a seldom visited place, anyway sorry for double posting....
I have encountered a little problem; We have 2 mm corrugated plates, width 4000 mm, height 3100 mm, width of the flat areas is approx 160 mm, depth is 60 mm, angles in the...
Hi I have encountered a little problem; We have 2 mm corrugated plates, width 4000 mm, height 3300 mm,
welded very solid in the bottom, welded also at the top, but this beam is a rectangular and have a possibillity to rotate if the cross section goes into plastic state.
Now, the load to be...
Steel + concrete? -42°C (OR -8°C) Where will the dew point in this design end up? Or an I missing something here? My first reaction is like; go for the steel+steel design. But i do not know enough about steel+concrete to rule this out. There will be a requirement to witness/ inspect/ verify...
Gentlemen (Ladies)
Well here's the problem; I have some skids, no big stuff, no HiSci or anything, just som skids/ cabinets,with some pipes/ tubing. Now they want to know if the equipment is useable or repairable after an earthquake.
The peak Acceleration occurs after 0,2 sec.
Mean Spectral...
Well this should be unpressurized, if it isn't check immedeately for exits and liferafts (don't go for the lifeboats they'll be too crowded anyway...).
Well to be serius, these gaskets take a lot of heat. normally they're made of some threaded stuff, you may get around by some other insulation...
Well this should be unnpressurized, if it isn't check immedeately for exits and liferafts (don't go for the lifeboats they'll be too crowded anyway...).
Well to be seriuus, these gaskets take a lot of heat. normally they're made of some threaded stuff, you may get around by some other...
