Using a w=1000#/' and L=50' model AISC Case 12 using StaadPro. The member is a steel W14x82. Build one model using a single member and a second model using six (6) members along the single span. Compare the results of the two models. Using the Case 12 formulas, compare the formula results to the 1 member case. Comment on moment diagram magnitudes and maximum moment locations. Also comment on the magnitudes of the maximum deflection.

Use analytical modeling

AISC Case 12 is attached.

2 - 299 BEAM DIAGRAMS AND FORMULAS For various static loading conditions For meaning of symbols, see page 2 - 293 10. R. ! Vx SIMPLE BEAM-TWO EQUAL CONCENTRATED LOADS UNSYMMETRICALLY PLACED Ri=Vmax. when a b) (1-b + a) when x > a and (V2 M2 (max. when a a and a and a and b) (1-b + a) when x > a and (V2 M2 (max. when a a and a and a and