Civil Engineering Reference
In-Depth Information
Table 6.2
Section 1.4
Section 2.0
Section 2.5
Section 3.0
Self weight
Finishes
Live load +
Live load -
+13.6
+4.3
+13.2
-3.5
-21.0
-6.7
+2.2
-17.0
+8.9
+2.8
+11.6
-6.2
-17.8
-5.7
+4.3
-16.9
M
max
M
min
∆
+31.1
+14.4
16.7
-25.5
-44.7
19.2
+23.3
+5.5
17.8
-19.2
-40.4
21.2
M
Figure 6.17
Bending moment diagrams
