12-1372-062PMM, Consulting Engineers
Title :
Job,--
ots,7.168
7168SW 47 St, B-4
Dsgnr:
Date: 8:47PM, 26 JAN11
Description
Miami, Florida 33155
;
Scope
Page 2
ER,.,jv.�
e5358,Ver5.8.0,1-Dec-2003
Masonry
1 Wall Design
)ENERCALC Engineering Software
Mai
Description PalmDev. Model C
I
Final Loads & Moments
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Wall Weight moment @ Mid Ht 333.50 Ibs
Wind Moment @ Mid Ht
11,922.33 in-#
Seismic Moment @ Mid Ht
3,796:90 in-#
Dead Load Moment @ Top of Wall
0.00 in#
Dead Load Moment @'Mid Ht
0,00 in-#
Total Dead Load
0.00 lbs
Total Live Load
0.00' lbs
Live Load Moment @ Top of Wall
0.00 in-#
Livet.oad Moment @ Mid Ht
0.00 in-#
Maximum Allow Moment for Applied Axial Load =
9,636.44 in-#
Maximum Allow Axial Load for Applied Moment =
18,585.88 lbs