Specifications (10) $VP2Or3 - 00/65
2-6 SO 3k/ -I -La/ /
RECEIVED
7650 SW Beveland St
TM RIPPEY Suite 100
CONSULTING ENGINEERS Tigard,Oregon 97223 CITY OF TIGARD
Phone: (503)443-391111ILDING DIVISION
Fax: (503)443-3700
STRUCTURAL CALCULATIONS
FOR
SNYDER ROOFING
ADDITION
ALTERNATE FOUNDATION
TMR # 13130.01
September 5,2013
A
PAGE
i CALCULATIONS 1-5
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/OREGON
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TM RIPPEY BY , DATE___�__T__
CONSULTING ENGINEERS I
CHK BY DATE
7650 S.W.Beveland St, Suite 100 JOB NO ///.- €2-40,/
Tigard, Oregon 97223
Phone(503)443-3900 SHEET / OF
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CHK BY DATE
7650 S.W.Beveland St, Suite 100 JOB NO 13/30••&
Tigard,Oregon 97223
Phone(503)443-3900 SHEET Z OF
Concrete
Circular Column Interaction io` io`
o 0
D := 24.i n f'c := 3000-psi o 0
n := 8 fy := 60•ksi Pu := 0 •kip Mu := 0 -kip-in
0 := 0-deg size := 5 0 0
0 0
:= .6875 cover := 3•in
a
no
a
Po = 1036.9-kip
o o cb = 11.985•in cb = 0.592
dt
o) Ag = 452.39•in2 �(cb) = 0.656
n•As = 2.48•in2
o�
pg = 0.548•%
3
1 •
Cj = ckPnJ �MnJ �(Cj) = PnJ = MnJ =
1 .in -122.3 .kip 11.1 .kip•ft 0.9 -135.9 .kip 148.4 •kip•in
2 -101.4 29.8 0.9 -112.7 396.8
3 -64.9 58.4 0.9 -72.1 779
• 4 -21.4 89 0.9 -23.8 1186.8
5 32.3 122.8 0.9 35.9 1636.8
6 82.4 152.3 0.9 91.6 2031.1
7 129.7 177.6 0.9 144.1 2367.4
8 178.8 193.2 0.866 206.4 2676.4
9 214.2 195.2 0.796 269.1 2943.8
10 244.3 195.3 0.74 330.3 3168.6
11 272.2 192.9 0.694 392.5 3337.1
12 299.3 187.1 0.655 456.8 3426.9
13 340.9 186.8 0.65 524.4 3447.8
14 383.6 185.9 0.65 590.1 3432
15 425 183 0.65 653.9 3377.9
16 465.4 177.9 0.65 716 3284.9
17 504.7 170.8 0.65 776.4 3152.8
18 541.8 161.3 0.65 833.5 2977.4
19 578.6 150.1 0.65 890.2 2771.7
20 614.1 137.2 0.65 944.7 2532
21 647 122.3 0.65 995.4 2257
22 674 106.1 0.65 1044.4 1959.5
1 23 674 89 0.65 1090.5 1644
24 674 71.4 0.65 1133.3 1318.3
25 674 53.8 0.65 1172.1 993
26 674 37 0.65 1206.1, 682.3
27 674 22.1 0.65 1234.1 408
28 674 11.5 0.65 1253.1 212.2
29 674 9.9 0.65 1257.3 182.2
30 674 9.2 0.65 1259.7 170.5
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