Therefore, the corbel design is as follows;
1-in = 25.4mm
#3 bar ~ 10M
#4 bar ~ 10M
At the end walls As must be anchored within the wall. A hoop arrangement as shown below will be used
for this purpose.
The corbel design at the end walls is as follows;
See above for metric equivalents
(4) Transverse beam design
Transverse beams span over the interior 6-ft. (1.83m) wide corridor and support the floor and roof framing
at these locations. The transverse beams are formed as a continuation of the corbel between the shear
walls. One design for the worst case loading will be used throughout the building.
Determine design loads;
Note: Loading will be determined per unit length of the beam. Also, the worst case occurs at an interior
span at either the second or third floor levels.
Tributary width per floor = 23' 6" (7.17m) (worst case conditon)
-
Live load;
H2-13
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