Return to index: [Subject] [Thread] [Date] [Author]

Sloping Beam

[Subject Prev][Subject Next][Thread Prev][Thread Next]
I am designing a sloped concrete riser for a gymnasium grand stand.  It
spans 10'-0" and is dowled into masonry walls at each end.  Is there a
horizontal thrust load that I should consider or is the load purely
vertical?  The slope is approximately 26 degrees.
Thanks
Trevor Larsen