Civil Engineering Reference
In-Depth Information
Figure 16.12
The part of the moment not given to the beam is allotted to the slab in the column
strip.
Finally, the Code (13.6.6) requires that the portion of the design moments not resisted
by the column strips as previously described is to be allotted to the corresponding half
middle strip. The middle strip will be designed to resist the total of the moments assigned
to its two half middle strips.
Table 16.3
Percentages of Interior
Negative Design Moments to Be Resisted
by Column Strip
2
1
0.5
1.0
2.0
1
2
1
0
75
75
75
1
2
1
1.0
90
75
45
