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Wood Deck Plan: Part Π-Shear & Bending Moment Diagrams Wood Deck Framing Plan-Dimensions & Loading Uniformly Distributed Load STUDENTI A No. (feet) (feet) (feet) (feet)(inches) Dead Load (#/ft*) Live Load (#/ft2) 30 10 15 15 15 15 18 18 18 18 18 12 14 16 12 14 16 12 14 16 12 16 12 16 12 16 12 16 12 16 12 10 10 10 12 12 12 12 30 5 40 40 50 50 30 30 40 40 5 3 9 10 50 50 40 40 30 15 18 18 18 18 118 63 14 16 15 15 15 5 5 5 16 12 14 16 12 16 12 16 12 14 15 NOTE: Late Submittals and or Sloppy Submittals will be Penalized! Projects more than 1 week (1 Session) will not be accepted!! Last Day to submit is Monday December 11, 2017
New York City College of Technology Department of Construction/Civil Engineering Technology 2 CMCE 1215 Strengths of Materials Fall 2017 Prof. A. Cioffi, P.E Project #2 Deck Plan: Part II Shear&Bending Moment Diagrams Date Due: Monday, November 26th, 2018 case number, perform the following hand calculations and computer analysis For your individual for each of the 4 Wooden Beams: I. Simple Supports- Floor Joist 1 II. Simple Supports-Floor Joist J2 III. Overhanging -Floor Joist J3 IV. Simple Supports- Girder G1 Span 1 GENERALREQUİREMENTS 1. Draw by hand a Complete Loading Diagram, Shear Diagram d Bending Moment Diagram for each of the four beams. Use CMCE Engineering Graph P (Maximum V & M, Points of Zero Shear, All Required points in #2 below) aper. Fully Label the Shear & Moment Diagram. 2. Calculate the Shear & Moment at the 1/3 point of distance D for each at the 1/3 point of distance D for each wood beam (31, J2, J3 & G1) measured from the house ledger board Perform a HAND CALCULATION by taking a SECTION to the LEFTof the port (Zu, include a neat clearly labeled sketch (F.B.D.) showing all loads acting on that section of the beam. 0) confirm ng the Shear and Bending Mornent at the 1/3 Point. All calculations must 3. Computer Solution-Using the computer program MDSolids determine the Maximum Shear and Bending Moment on each of the beams. The computer program can be downloaded for FREE at http://www.mdsolids.com/download.htm. The version of MDSolids that you download from this site may be used free-of-charge for a 30-day evaluation period. Fully Label the Shear & Moment Diagram (MaximumV & M Points of Zero Shear, V& M@113 point 4. Submission- Submit all work neatly packaged (stapled) together in a Clear Report Cover as specified below The report cover should open like a book. 1. Cover Page-Include your Name, Course #, case #, and Project Name, Date Submitted, Date Due (If late, write Late on the cover) 2. Table of Contents- All pages should be numbered and in order. 3. Instruction Pages 4. Deck Framing Ran-Drawn to Approximate Scale using your dimensions. This should be of professional quality. It can be done in AutoCAD 5. Beam J1 Reaction Calculations-Support Calculations for Beam J1 Reactions: This should consist of the Loading Diagram, FBD (drawn to an approximaté scale) and the reaction calculations (one page only). 6. Beam J1 Hand Solution for the Shear& Bending Moment Diagram. Fully Label the Shear & Moment Diagram (Maximum V &M, Points of Zero Shear, v & M @1/3 point. 7·Bear i Computer Solution MD lids Computer Print ut for Beam n-ful labe the Shear & Moment Dag am (Maximum V & M, Points of Zero Shear, V & M@ 1/3 point 8. Shear &Moment at the 1/3 point from the house ledger. 9. Beam J2 Reaction Calculations 10. Beam J2 Hand Solution for the Shear & Bending Moment Diagram 11. Beam 32 Computer Solution 12. Shear & Moment at the 1/3 point from the house ledger 13. Beam 13 Reaction Calculations 14. Beam J3 Hand Solution for the Shear & Bending Moment Diagram 15. Beam J3 Computer Solution 16. Shear &Moment at the 1/3 point from the house ledger. 17. Beam G1 Reaction Calculations 18. Beam G1 Hand Solution for the Shear & Bending Moment Diagram 19. Beam G1 Computer Solution 20. Shear& Moment at the 1/3 point from the house ledger
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