Am looking at a foundation design for a 24metre long / 4 metre wide metal working machine inside an existing workshop. Site investigation has revealed only limited information to to the presence of foundry waste material including very large pieces of clinker (Geo contractor not happy due to...
I have a disagreement with a local authority checking engineer concerning torsional restraint for interconnected beams and would welcome other views.
The side/side two beams 8 meter length(305/165 UB & 305/127 UB)carry the two skins of a domestic cavity wall and are intended to be...
Hi, am looking for some advice concerning how to spread a concentrated load onto the ornately marble tiled floor of a ballroom in a Stately Home (it's an expensive floor!). The loading is from a tree (not a Christmas Tree ! ) which is to be temporarily erected on the floor for the purposes of...
Looking for guidance with regards to lateral loading of 1.2m high division walls between indoor football(soccer) pitches in a large sports hall ........... at present am intending to consider as conventional balustrade in a commercial building, but has anyone more experience of this less common...
looking for guidance for determining wind loading for golf driving range, ie, a long narrow building, fully open at front. could there be negative pressure beneath the mono pitch canopy roof
