Conference Session

Ocean and Marine Division Technical Session 1

Collection

2015 ASEE Annual Conference & Exposition

Authors

William M. Simpson Jr., U.S. Coast Guard Academy; Raymond S. McCord, Massachusetts Institute of Technology

Tagged Divisions

Ocean and Marine

) Determine M W,Hog [MT-m] from Eqn 3.5.1.a. Determine total bending moment, MT,Hog = M W,Hog + M SW. (G) Determine M W, horiz [MT-m] from Eqn 3.5.3. (H) Determine wave vertical Shear, Q W,V from Eqn 3.5.5. [MT] Determine total vertical shear Q T,W = Q W,V + QSW. [MT] (I) Determine minimum value of the section modulus = Z min [m3] from Eqn 3.6.3. Compare the value with the minimum (deck or keel) section modulus for the barge.Part II: POSSE CalculationsModel the barge in POSSE geometrically and structurally using Reference (2) as a guide. Input the fullload condition and determine shear, bending moment and stress for still water, hogging and saggingconditions (SW, S, H). All answers are to be in the

Conference Session

Ocean and Marine Division Technical Session 1

Collection

2015 ASEE Annual Conference & Exposition

Authors

Jose E. Sanchez P.E., Coastal and Hydraulics Laboratory

Tagged Topics

Diversity

Tagged Divisions

Ocean and Marine

Engineering. Committee on Coastal Engineering Research and Education Needs, National Research Council. ISBN: 0- 309-51810-5. Washington, DC: National Academy Press, 1999. 3. Whalin, R. W., and Pang, Q. 2013. “Coastal, Ocean and Marine Engineering Graduate Education: A 2012 Health Assessment.” Paper #5985 presented at the annual meeting of the 120th American Society of Education Engineering, Annual Conference & Exposition, Atlanta, Georgia, June 23–26. Page 26.1638.9