Need a book? Engineering books recommendations...

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

Overturning Load Combination?

[Subject Prev][Subject Next][Thread Prev][Thread Next]
To size the pads for resisting uplift caused by earthquake overturning
(for a tilt-up shearwall), which load combination should I use for the UBC97?:
0.9D +/- E/1.4  or
0.9D +/- E   ?
Thanks in advance.
Luca Musacchio P.E.