Draft
14.3ApproximateAnalysisof Buildings 245
0.25
K/ft
0.50
K/ft
14’
16’
20’ 30’ 24’
5 6
1
12 13 14
9 10 11
7 8
2 3 4
-9.0’
k
-4.5’
k
-10.1’
k
-10.1’
k
-13.0’
k
-4.5’
k
-4.5’
k
+4.5’
k
+4.5’
k
+5.6’
k
+5.6’
k
-5.6’
k
-5.6’
k
+3.6’
k
+3.6’
k
-3.6’
k
-3.6’
k
-6.5’
k
-6.5’
k
+6.5’
k
+6.5’
k
-13.0’
k
-20.2’
k
-20.2’
k
+8.0’
k +18.0’
k
+11.5’
k
+16.0’
k
+32.0’
k
+23.0’
k
-6.5’
k
-6.5’
k
-4.5’
k
-9.0’
k
Figure14.16:ApproximateAnalysisof a Building;Moments Dueto VerticalLoads