Kamba
Active member
For some reason my copy of the CMWB page 38 Table A2.a right column (Mortar N) is wiped out; can somebody give me these 4 values?
Thanks in advance
Thanks in advance
CMWB 2012 Table A2.a
- Thread starter Kamba
- Start date
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ptatohed
Licenced to Spell
Nominal Thickness Max Ht w/ Mortar Type N
6 10' 8"
8 15' 4"
10 19' 4"
12 22' 8"
6 10' 8"
8 15' 4"
10 19' 4"
12 22' 8"
Kamba
Active member
Ptatohed,
You are a lifesaver; Thank you very much
You are a lifesaver; Thank you very much
NYCProjectEngineer PE PMP
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Has anybody encountered any practice problems that use this manual? I haven't run into any problems yet...
Kamba
Active member
ptatohed
Licenced to Spell
Determine the bracing requirements for a 22 ft (6.71 m)
tall wall constructed with 8 in. (203 mm) concrete masonry
having a density of 110 lb/ft3 (1762 kg/m3) and reinforced
with No. 5 bars at 32 in. (M#16 at 813 mm) o.c. using 30 in.
(762 mm) splice lengths (i.e., 48 bar diameters). Mortar is
masonry cement Type S, control joints are spaced at 24'-8"
(7.52 m), and flashing is at the base of the wall only (unbonded
condition).
NYCProjectEngineer PE PMP
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Which book is that from?
NYCProjectEngineer PE PMP
Out in the Field
- Joined
- Aug 23, 2015
- Messages
- 152
- Reaction score
- 33
I didn't buy his practice problem book(s). I only have these which I think should be sufficient:
- PPI 6-minute construction ... i am almost done with this book and haven't had a masonry question yet
- PPI construction depth (Hartman) ... no masonry questions in Exam #2
- LearnCivilEngineering Construction PM Exam (DeSantis) ... haven't used it yet
- NCEES Construction 2015 Sample ... no masonry questions
Do you think the Ruwan book is worth the money?
