I am trying to determine the capacity of an existing (1968) precast/prestressed lift slab (24'x24' column spacing). It seems the original engineer did not include some significant equipment loads and my client would like to add some heavier equipment. If there is a simplified method or...
I am trying to determine the capacity of an existing (1968) precast/prestressed lift slab (24'x24' column spacing). It seems the original engineer did not include some significant equipment loads and my client would like to add some heavier equipment. If there is a simplified method or...