The world’s Largest Sharp Brain Virtual Experts Marketplace Just a click Away
Levels Tought:
University
| Teaching Since: | Apr 2017 |
| Last Sign in: | 438 Weeks Ago, 1 Day Ago |
| Questions Answered: | 9562 |
| Tutorials Posted: | 9559 |
bachelor in business administration
Polytechnic State University Sanluis
Jan-2006 - Nov-2010
CPA
Polytechnic State University
Jan-2012 - Nov-2016
Professor
Harvard Square Academy (HS2)
Mar-2012 - Present
Â
Â
Design Criteria
• roof dead load 80 Ibf/ft2
• floor dead load (including partitions) =100 Ibf/ft2
• mechanical floor live load =125 Ibf/ft2
• tributary area to column at each level =900 ft2
• column weight neglected

1. Determine the dead load plus live load at each story.
Â
-----------