HomeMy WebLinkAbout31500 CASINO DR_ 98-1117 (18)31500 CASINO DRIVE 98 -1117 18 OF 24
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I.S. D' per:l.TSoeia7e.s, /71e.
STRUCTURAL kNU1NEER6
LATERAL LOAD SUMMARY / DIAPHRAGM SHEAR
I alma Cnlmdollons
Diaphragm ShearUlpphrepm91mar Lino to arid Lino
all t0.810 Well 610 2 We I 2 to 1 Wall 810 5A Will A l0 2 Wall 5.410
N•8
Dia a m 6Dan n
T Ibu a De
Unl
E•W
Dle hra 8 nlRlI
1 U1 D 11 )
Volt L,. a 1
EIOV(II) A.110 H
63
165.67
EIOV(h) A 10 D
24.
7200 .
Elov(II) A In B
24.0
24.00
Elovllit D to H
87.0
116.67
Elovlll) D to F
68.07
12.00
Elov 11) F to H
11.01
44.50
ill
Elov111)
31.2
D t0 E
24A?
38.03
LoadD aC71011on
Loa D acr o to
Masonry Wall of Arch Wall 84 0 pal
SU.2
366.7
300 0
990.0
8020 840.0 0.0
27S.5 150.1 109.4 ee.e
76.83
525.4
60.4
121.:
IOP 300 psi 20.00
7980
2100
310,0
an oo
0.0 0.0
a do
106.0 7090 1002.0
Tos1!
Masonry Well a Mch -Wall 04 0 pal
7U 00
0400
21 00
1050
x0 00 l0 00
men
19 00
21 on
22.00 0.0
TOP 30 a pal 20 00
04.0 psi
moo
00
Ipso
0.0 300.0 0.0 0 0 0.0
TUS H 70 00 TOP
26 Mr
0.0 682.0 00 0.0Masonry10OfArchWalltOP
04 0 pet 315.0 TOSH121801273970000" 0 682.0 21000.0 882 n
TUSH
300 pal 2100
21 00
2400 dl
TOP
2100 2100 2100
810.0
21 0021OU
Stucco wall 15 0 psi 150.0
loon
0.0
1161
0.0
100
1.021On
0.0 0.0
2100 24.00
Trih Height
1900
10 00
1950 24 00
clural Wall l Near Side 10 .0 psi
150.0
00
150.0 0.0 0.0
1000 1000
0.0
ratio
300.0StuccoWall
Tnb IWahl
1Fn 1.0 00
1500 0.000 845.00.0 045.100
30.,,ga
0.0 0.0 0.0 2200
in n0
M16 1008.0
215o
37G 0
21.%
1925 1
1 168 7
Trib Height
1186.0
720 0
056 8
445.0
6407
300 3
Rocl U.ad load I
Root Du: +d Load II
I4 0 sl
IG 5 +sl
tool Uoad 1 dad 111 71 :+ sl
P;nhbun t dad 10 0 sl
Hear Oiam x II
Far 0eam
Pit
Total Tribulary Welahl 1u10
Seismic Coelllcienl 0.1833
8145.3 3106.0 24499 44236 3736.0 2199.8 3003.0
Lateral Seismic Load IIP 1128.4 589.7 449.1 810.9 685.2
Maximum
Chord Force Ilbl
Dlaohreom Shear Io10
1559.1 15287.7 1347.2 3899.9 4094.2
483.2
113.3
550A
1076.4
1126A
15207.7115.6 490 6 224.5 232.6 279.1 4S.] 171.9 490.6
i 1 juMln 6..
Lmural147 /I.aleml I.nad E w'
7\
lnkn Elsinore Ford
98147 J.,S'. /) 'er Assoe1181(% I71e, I Moral Callxdntlons
J11NorNormap
STRUCTURAL ENUINBERB Shool' L
LATERAL LOAD SUMMARY / DIAPHRAGM SHEAR
Diaphragm Shear
2365.9
urra uns o G Id Line Loadln
10
SelamIc CoeHlcienl 00x33
3757.0 2089.8 8987.8 4055.7
N•8
Dia a m 6Dan n
T Ibu a De
Unl
Elev(ry) 1102
24.Oo
Elev(4) 2106
fir
124.00
Elav(ry) 9 t 10.0
42.6]
EIOV(ry) 2DIO 10.
103.50
Elev(h) 2106
125.67
Elevg( 6106
J
76.50
Elav(ry181010,
Diaohragm Shear! I
F.lev(ry) SIa1
LoadD aC71011on
J10;.5
o al or
SU.2
366.7
321.5321.5 990.0 1271.91e0.1 27S.5 150.1 109.4 ee.e
76.83
525.4
60.4
121.:
Vall
TOP
64.0 pal 7980 310,0 0.0 0.0 0.0
OS
1000 1050 0,0 0.0 0.0
Miale Wall 04.0 psi
moo
0.0
Ipso
TOP 0.0 0.0 682.0 00 0.0 0.0
TOSH 2100 00
dl
TOP
84 0 psi 1231.9 708 0 810.0
21 00
1113.0 0.0 1.0 0.0 0.0TOSH
24.00 1900 1950 24 00
clural Wall l Near Side 10 .0 psi
IRG7
00
10 00 1950 21 50
Trill Height 0.0
ratio
300.0 0600 00 0.0 845.0 045.1
clmal Wall /Far Sido 30.,,ga
2200
215o 21.%
Trib Height 0.0 OU UO 845.0 8450 OD 645!
21 rif)
Total Tribulam Weteht IPNI 2365.9
SelamIc CoeHlcienl 00x33
3757.0 2089.8 8987.8 4055.7 2805.7 1754.0 5400.9
Lateral Seismic Load (pIQ
Chord Force (lb)
433.7 614.e 83.1 12eQA 747.770173 Ma260.eDiaohragmShear! I
1701.0
216.6
J271.9 J10;.5 147!.7
SU.2
366.7
321.5321.5 990.0 1271.91e0.1 27S.5 150.1 109.4 ee.e 226.7
525.4
60.4 275.5
6/1 Iran IN
Lal- 014771-alcral Load N -S
1
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J
a
7
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