2. For the given UID for a tied column, plot the full and reduced diagram...
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2. For the given UID for a tied column, plot the full and reduced diagram and indicate which of the load demands is safe for the beam column. (10 points) 2000 1500 1000 500 0 0 100 200 300 400 500 600 700 -500 -1000 Fail/Accept Demands 1 2 Mu (k-ft) Pu (kip) 321 1220 536 450 Mn (k-ft) Pn (kip) 0 1521 306 1478 540 1080 632 483 445 0 0 -500 A, Pure Axial B, Compression C, Balanced D, Tension-Control E, Pure flexure F, Pure tension 3 63 250 908 1560 4 5 6 373 162 53 -75 2. For the given UID for a tied column, plot the full and reduced diagram and indicate which of the load demands is safe for the beam column. (10 points) 2000 1500 1000 500 0 0 100 200 300 400 500 600 700 -500 -1000 Fail/Accept Demands 1 2 Mu (k-ft) Pu (kip) 321 1220 536 450 Mn (k-ft) Pn (kip) 0 1521 306 1478 540 1080 632 483 445 0 0 -500 A, Pure Axial B, Compression C, Balanced D, Tension-Control E, Pure flexure F, Pure tension 3 63 250 908 1560 4 5 6 373 162 53 -75
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