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of column E-5 (do not consider modification factor, Th). Assume the beams framing in to the top of your first story column are W24x131 (bending about the strong axis) and the second story column E-5 is a W14x48. [5 points] b. Calculate the effective length factor, K, based on the end conditions in the elevation view From Table 1-1: W14x74: 1 795, ly 138 W14x48: 484, ly 51.4 W24x131: Ix 4020, ly 340 GA 10.0 3.0 500 10.0 18 788 100.0 50.0 30.0 20.0 100.0 50.0 30.0 -20.0 5.0 -0.9 3.0 2.0 2.0 10.0 3.0 10.0 9.0 6.0 5.0 4.0- 0.8 6.0 5.0 4.0 0.8 0.7 0.6 0.5 0.4 0.8 0.7 0.6 0.5 0.4 2.0 0.7 3.0 -3.0 0.3 2.0 -2.0 0.3 1.5 0.6 -0.2 0.2 1.0- -0.1 1.0 0.0 0.0 0.5 0.0 0.0- Alignment charn -sidesway inhibited (braced frame). Alignment chart sidesway-uninhibited (moment frame,

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