5.
Determine the maximum concrete pressure (in psf).
A.
600.3
B.
630.6
C.
667.5 (step 6b)
D.
750.5
6.
Determine the maximum stud spacing (in psf).
A.
13
B.
14 (step 7)
C.
15
D.
16
7.
Determine the ULS (in pounds per linear foot).
A.
678.30
B.
738.51
C.
778.75 (step 8)
D.
828.53
8.
Determine the maximum wale spacing (in inches).
A.
20
B.
21 (step 9)
C.
22
D.
24
9.
Determine the ULW (in pounds per linear foot).
A.
1,168.13 (step 10)
B.
1,268.25
C.
1,325.35
D.
1,362.73
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