Can you make a video on how to put the cut width hollow cores especially in areas where you cannot provide 1200mm hollow cores. Also any details on how to model using the direct modification and contextual tool bar? Would be looking forward to a video soon, thank you
for an 30 feet long 5 feet wide hollow core slab do we need a support half way at 15 feet or do you think it can be without a center column. I know this is a question for the civil engineer to do load calculations but i was just curious about your input!
Can you make a video on how to put the cut width hollow cores especially in areas where you cannot provide 1200mm hollow cores.
Also any details on how to model using the direct modification and contextual tool bar?
Would be looking forward to a video soon, thank you
We will try.
for an 30 feet long 5 feet wide hollow core slab do we need a support half way at 15 feet or do you think it can be without a center column. I know this is a question for the civil engineer to do load calculations but i was just curious about your input!
Its depend on the depth of the slab and load, of course least HCS depth required support.
We can't find HCS265 in our tekla software