Structural Engineering

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14.3ApproximateAnalysisof Buildings 251


+17.5’

K
+17.5’

K

+17.5’

K

-17.5’

K

+60’

K
+60’

K
+120’

K

-120’

K
-120’

K

+120’

K

-60’

K

-60’

K

-17.5’

K

+17.5’

K
+35’

K

-35’

K
-35’

K

+35’

K

+17.5’

K

+77.5’

K
+77.5’

K
+77.5’

K

-77.5’

K
-77.5’

K
-77.5’

K

-17.5

K
-17.5

K
-17.5

K

14’

16’

20’ 30’ 24’

5 6

1

12 13 14

9 10 11

7 8

2 3 4

15

K

30

K

Figure14.20:ApproximateAnalysisof a Building;Moments Dueto LateralLoads

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