19.
Determine the rate of placing (in FPH).
A.
3.8
B.
4.4 (step 4)
C.
4.6
D.
5.6
20.
Determine the concrete temperature.
A.
50 (Problem 2 statement and step 5)
B.
60
C.
70
D.
80
21.
Determine the maximum concrete pressure (in psf).
A.
667
B.
750
C.
842
D.
942 (step 6b)
22.
Determine the maximum stud spacing (in psf).
A.
6
B.
7
C.
8
D.
9 (step 7)
23.
Determine the ULS (in pounds per linear foot).
A.
678.51
B.
706.50 (step 8)
C.
738.54
D.
828.52
38
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