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(Solved): For the Floor Framing Plan below, assume: - Exterior ends of joists are supported on foundation wal ...
For the Floor Framing Plan below, assume: - Exterior ends of joists are supported on foundation wall - Interior ends of joists are supported on the beams 81,82 , and 83 - Dead Load of floor is 1.7kPa (includes joists and beam self weights) - Live Load for floor is 4.8kPa - Joist spacing is 400mm 0.c. - Al members are framed so that the tops of the beam and joists are at the same level or elevation 1. Find the tributary width (m) of the following structural members on the given Floor Framing Plan: (2 Mobius Marks) Assume X=3,800mm Assume Y=3,425mm a. Trib Beam B1= Floor Framing Plan (NTS) (Answer to 4 significant Digits) b. Trib Beam 82= (Answer to 4 significant Digits) 2. Find the tributary area of Column C1 on the given Floor Framing Plan: (1 Mobius mark) a. Column C1= (Answer to 4 significant Digits) 3. Draw the Beam Loading Diagram and calculate the factored design load, factored reactions, maximum factored shear, and maximum factored bending moment for the following members: (8 Mobius marks, Work: 8 marks, Loading Diagrams: 2 marks] For Joist J1 a. '??' b. RXNFJ1?= c. vthaxFd1?= d. Whatax FK11?= (Answer to 3 significant digits) (Answer to 3 significant digits) (Answer to 3 significant digits) (Answer to 3 significant digits) For Beam B1 (Use the tributary width) a. WFB1F?= (Answer to 4 significant digits) b. RXNF1?= (Answer to 4 significant digits) c. VtaxaxFB?= (Answer to 4 significant digits) d. manmaxFB1?= (Answer to 4 significant digits) 4. Using the Tributany Area Method, calculate the following loads ( kN ) on Column C1. (3 Mobius marks) a. Unfactored Live Load C1 = b. Unfactored Dead Load C1= c. Total Factored Load C1= (Answer to 4 significant digits) (Answer to 4 significant digits) (Answer to 4 significant digits)