Hi There
I'm checking suitability of existing 280mm thick slab for a 16m high & 4.5m dia Malt silo, supported by 16 legs pinned to the slab. the slab has 664 Mesh top and bottom.
I have calculated the seismic force on silo, and check the bearing strength under EQ loading which is fine. last...
Hi All
I'm working on siesmic retrofit for an unreinforced masonry brick church with very high pitch roof. The roof structure is made of arched shaped trusses and rafters. the trusses land on unreinforced brick columns. I'm thinking of jacking the roof and replacing the brick columns with...
