HomeMy WebLinkAboutAnchor Bolt Setting PlanG
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BASE. FRAME.
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ACCESSORY SCH�'DULE
MARK
DESCRIPTION
DETAIL
OTY.
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3070 SWING DOORS
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2 FRAMED OPENINGS
H
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55-0 OUT CON HTE ISTING BUILDING 50-0 EXISTNG BUILDING + — W W
p _I,Q L G N RA NOTES
r- 0_. THIS PLAN FOR ANCHOR BOLT SETTING ONLY
3 0 3 ELEVATION AT TOP OF FINISHED FLOOR 1000'
5-8 1-04 j o Y ELEVATIONS AT BOTTOM. OF. COLUMN BASE PLATE '= 100.0'
S2
1-1 w G7 REINFORCING FOR ANCHOR BOLTS (HAIRPINS TIE' -RODS,. ETC.)
AB6 TO. BE SIZED BY. FOUNDATION DESIGNER TO RESIST FORCES.
SHOWN ON REACTION SHEETS,(RT -R1.3 THRU R2-R2.3) ATTACHED,
A 6
E1 ANCHOR BOLT LOCATION IF THE REACTION. SHEETS ARE NOT FOUND.
S
FOR ENDWALL COLUMNS' PLEASE CALL CUSTOMER SERVICE.
2 WHEN LOCATING AND SETTING ANCHOR BOLTS, ALWAYS:
REFER TO THE LARGE SCALE DETAILS FOR DIMENSIONS
A93 AND ORIENTATION. THIS IS ESPECIALLY IMPORTANT FOR
Ei 4-BOLT PATTERNS WHICH CAN EASILY BE ROTATED 90
DEGREES FROM THEIR CORRECT POSITIONS.
A8
3
E 1
A133 ANCHOR BOLT SCHEDULE 3" x 14°BASE PL.
Et 25"X15" (MAX) BASE PL
MARK THIRD, OTY .BOLT PROJECTION 0] Z
A115 85 Ii ABi ''2 28 �. 12
PT
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A83 1
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ANS
AB3
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A83
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ALL PLANS PRIOR TO THE
ABOVE DATE ARE VOiD.
08-07-98 REVISED AS NOTED S.A,M.
.L REVISED DIM ON E.W. 3 AND FIELD LOCATE 12X1
PL. FRAME
44 82
i L GIRT`.
F
1-01
E2 ANCHOR BOLT LOCATION
FOR ENDWALL COLUMNS
EDGE DETAIL
S.A,M.
CHECKED
TP
APPROVED
SCALE
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ANCHOR BOLT LOCATION
p) FOR INTERIOR COLUMNS
s2
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DETAIL O
DETAIL Q
— DATE
SOUTHERN REGION
JOB NO.
7-17-98
13
CECQ BUILDING
P.O. ORAMER 911
SYSTEMS COLUMBVs,
13535-45
DATE
MISSISSIPPI 39]oJ
07-21-98
A Ro wth oco Cwpo y
(601) 328-6722
MEMBER
DATE
-
CUSTOMER:
RF CONCRETE CONSTRUCTION
SHIP TO:
MAVERICK BOATS
. I ^®
NA F+f
MA
'
661 OLD- DIXIE HIGHWAY
3054 INDUSTRIAL 31ST ST.
���'YYYY
���' VVVV
70MP.F(LE
VERO BEACH, FL 32965
FT PIERCE, FL 34946.
,.
REV:NO. SHEET
NO.
0I
SIZE 220x55x2O 45X5OX171 L.S
B1 OF 3
WORK ORDER NO.
'PURCHASER: RF CONCRETE CONSTR.
MAVERICK BOATS
13535-45
ANCHOR BOLTS
SHIP ANCHOR RF CON.CRETE CONSTR.
BY CECO
BOLTS TO: 661 OLD DIXIE HIGHWAY
YES NO
VERO BEACH, FL 32965
CONTACT: CHUCK VALUE PHONE NUMBER:
561-567-3356.
1 NUT
/2"
DIA. 0
J
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DIM."X"
ROD LENGTH
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121 /
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MIN.
A307 MACHINE BOLT A307 MACHINE BOLT
DETAIL —A DETAIL—B
DETAIL—C
NOTES:
** MINIMUM THREAD LENGTH. 1. DO NOT PAINT OR GREASE ANCHOR BOLTS
(LONGER THREAD LENGTH PER 2. ONE NUT PER BOLT
(INCLUDED IN WEIGHT)
VENDOR'S STANDARD IS ACCEPTABLE)
QTY.
MARK
BOLT
BOLT
**THRD.
DIM.
REMARKS
WGT.
TOTAL
'DIA.(0)
LGTH.
LGTH.
"X"
WGT.
8, .
AB1
1 /2"
6 1 /2"
1 1 /2"
—
SEE DETAIL -A (NO BEND)
.41
3.28
AB3
3/4"
101,
2"
1 /2"
SEE DETAIL -A
1.42
AB5
1"
16"
3"
5/8"
SEE DETAIL -A
3.94
AB6
1 1/4"
22"
3"
3/4"
SEE DETAIL -A
8.40
AB7
1 /2"
6 1 /2"
1 1 /2"
—
SEE DETAIL-B
.41
AB8
—
—
—
—
SEE DETAIL-C
.77
TOTAL WGT. 3.28
NOTE:
THE ABILITY OF THE CONCRETE TO DEVELOP THE CAPACITY OF THE BOLTS DEPENDS
ON THE SIZE AND ' SHAPE OF THE FOUNDATION, THE, STRENGTH OF THE CONCRETE,
AND THE LOCATION OF THE BOLTS. IF THE CONCRETE IS INSUFFICIENT
TO DEVELOP
THE BOLT CAPACITY BY ITSELF, SUFFICIENT REINFORCEMENT MUST BE ADDED. IT IS
THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THE ADEQUACY OF
THE CONCRETE AND PROPER REINFORCEMENT.
ABSHEU 1 27 98
UST BY
JOB NO.
�o
vl�ilyNJ �l�l�����o tea{}���
� � e�l�
ANCHOR BOLTS
SAM
13535 —45
DATE
SHT. NO.
A Robertson Ceco Company
8/1'0/98
B3 of 3
WORK ORDER N0.
PURCHASER: RF CONCRETE CONSTR.
MAVERICK BOATS,
13535-45
ANCHOR BOLTS
SHIP ANCHOR RF CONCRETE CONSTR.
BY CECO
BOLTS TO: 661 OLD DIXIE HIGHWAY
YES NO
VFRO BFA H, FL. 32965
®
CONTACT: CHUCK VALUE PHONE NUMBER:
561-567-3356
DI
1 2' 0 THRD.
_—
—
1 /2" NUT
►_— D 0
J -
Of
w
DIM.' X" w co
- ROD LENGTH
fO w 12 1 /2"
=
J =
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c
m M 1
J
Q
W
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,12 �
121 /
15 16-
M N.
A307 MACHINE BOLT A307 MACHINE BOLT
DETAIL —.A DETAIL-B
DETAIL—C
NOTES:
++ MINIMUM THREAD LENGTH. 1. DO NOT PAINT OR GREASE ANCHOR BOLTS
(LONGER THREAD LENGTH PER 2. ONE NUT PER BOLT
(INCLUDED IN WEIGHT)
VENDOR'S STANDARD IS ACCEPTABLE)
QTY.
MARK
BOLT
BOLT
**THRD.
DIM.
REMARKS
WGT.
TOTAL
DIA.(0)
LGTH.
LGTH.
"X"
WGT.
20
AB1
1 /2"
6 1 /2"
1 1 /2"
—
SEE DETAIL -A (NO BEND),
.41.
8.20
32
AB3
3/4"
10"
2"
1 /2"
SEE DETAIL -A
1.42
45.44
24
AB5
1"
16"
3"
5/8"
SEE DETAIL -A
3.94
95.0
48
AB6
1 1/4"
22"
3"
3/4"
SEE DETAIL -A
8.40
403.20
AB7
1 /2"
6 1 /2"
1 1 /2"
—
SEE DETAIL-B
.41
AB8
—
—
—
=
SEE DETAIL-C
.77
TOTAL WGT. 552.0
NOTE:
THE ABILITY OF THE CONCRETE TO DEVELOP THE CAPACITY OF THE BOLTS DEPENDS
ON THE SIZE AND SHAPE OF THE FOUNDATION, .THE .STRENGTH OF THE CONCRETE,
AND THE LOCATION OF THE BOLTS. IF THE CONCRETE IS INSUFFICIENT
TO DEVELOP
THE BOLT CAPACITY BY ITSELF, SUFFICIENT REINFORCEMENT MUST BE ADDED. IT IS
THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THE ADEQUACY OF
THE CONCRETE AND PROPER REINFORCEMENT.
ABSHEET 1 2Z 98
UST BY
JOB NO.
0 onn�
Cam`������� �������
ANCHOR ,BOLTS
SAM
13535 —45
DATE
SHT. NO.
II��JJ A Robertson Ceco Company
7/20/98
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2400 Hi9hwaY 45 N.. Columbus. MS 39703 rf J08. NAME:13535 FILE:1353S-d.rfl
dSUPPORT REACTIONS FOR EACH LOAD COMBINATION FRAME ID uOl LOCATION:frame lines 1-3'
4 NOTE: All reactions are in kits and kiP-ft.
REACTION NOTATIONS
HL -►'
IVL
.LOAD COMBINATION REACTION TABLE
HR
1VI �V2 �VR
COLUMN
LEFT COLUMN
RIGHT COLUMN
INTERIOR COLUMN I
INTERIOR COLUMN 2
BASE PLATE
8.0x9.0x0.5
e.oxlo.oxo.5
8:0x14.oxo.75
8.0x14.0x0.75
ANC.. BOLTS
(2)-1 1/4
(2)-1 1/4
(4)-1
(4)-l.
LOAD COMB
HL
VL
LL
HR
YR
LR
Hi
V1
LI
H2
V2
L2
1
8.67
13.24
0.00
-8.67
10.64
0.00
0.00
25.40
0.00
0.00
22.76
" 0.00.
2
8.49
10.99
0.00
-9.49
-12.08
0.00
0.00
20.35
0.00
0.00
28.03
0.o0
3
'17.27
23.24
0.00
-17.27
22.66.
0.00
0.00
39.80
0.00
0.00
44.69
0.00.
4
10.2B
14.02
0.00
-10.28
13.59
0.00
0.00
23.75
0.00
0.00
26.69
0.00
S
1.7S
3.22
0.00
-3.05
'3.56
0.00
cxO
6.84
0.00
0.00
5,75
0.00
6
1.71
3.21
0.00
-3.10
3.68
0.00
0.00
5.86
0.00
D.00
6.72
0.00
7
2.91
3.69
0.00.
-1.S2
3.04
0.00_
0.00
5.04
0.00
0.D0
6.59
0.00
8
2.87
3.68
0.00
-1.S7
3.06
0.00
0.00,
5.06
0.00
0.00
6.56
0.00
9
4.31-
6.60
0.00
"-5.61.
6.8S
0.00
0.00,
11.71
0.00
0.00
12.34.
0.00
10
4.22
6.57
0.00
-5.72
6.88
D.00
_ 0.00
11.76
0.00
0.00
12.28
0.00
11
. 5.61
7.09
0.00
-4.02
`61.31
0.00.
0.00
10.89
0.00
0.00
13.21,
0.00
12
5.43
7.06
0.00
-4.13
6.35
0.00
0.00
10.94
0.00
0.00
13.15
0.00
13
2.40
4.21
0.00
-3.70
4.51
0.00
0.00
7.39
0.00
0.00
7.61
0.00
14
2.35
4.19
0.00
-3.77
4.53
0.00
:0.00
7.42
0.00-
0.00
7.47
0.00
1S
3.6B
4.68
0.00
-2.16
3.99
0.00
0.00
6.59
0.00
0.00
8.36
01.00
16
3.52
4.66
0.00
-2.23
4.01
0.00
0.00
6.62
0.00
0.00
8.32
0.00
17
5.29
8.01
0.00
-6.59
6.20
0.00
0.00
14.00
0.00
0.00
'.14.92
0.00
18
5.18
7.97
0.00
-6.72
8.24
0.M
0.00
14.07
0.00
0.00.
14..85
0.00
19
6.61
8.5o
0.00
-4.97
7.66
0.00
0.06
13.17
0.00
0.00
15.80
0.00
20
6.41
8.46
0.00
-5.11
7.70
0.00
0.00
13.23
0.00
0.00
15.74
0.00
LOAD COMBINATION
1
DESCRIPTION
: OL +COLL +011 +0I2 +0.5DI3
2
: DL +COLL +0.5DI1 +0I2 +DI3
3
: OL +LL +COLL
4
: OL +COLL +SNOW
5
: 0.875DL
+ED
6
0.8750L
+ED
7
:.0.875DL
-ED
8
0.875DL
-ED
9
0.8750L
+0_87SCOLL +ED
10
0.8750L
+0.875COLL +EO
11
0.8750L
+0.875COLL -ED
12
0.8750L
+0.875COLL -ED
13
1.1250L
+ED
14
1.1250L
+ED
I5
1.1250L
-E0
16
1.1250L
-ED
17
1.12SOL
+0.9844COLL +ED
18
I.1250L
+0.9844COLL +ED
19
1.1250L
+0.9844COLL -ED
20
1.125DL
+0.9844COLL -ED
Ceco Building SYstems FRAME DESCRIPTION USER NAME:ssowell DATE: 7/15/98 1F*jL: 1-5
Cec Bull Y 45 N., Columbus. MS 39703 rf JOB NAME:13535 FILE:13535_d.rfl
SUPPORT REACTIONS FOR EACH LORD COMBINATION FRAME ID uOl LOCATION:frame lines 1-3
NOTE: All reactions are In klDs and kID-ft.
REACTION NOTATIONS
-� HR
HL
VL
V I V2 VR
LORD COMOINRI1UN
COLUMN
Kr-K,I1uv InoL-a.
LEFT COLUMN
RIGHT COLUMN
INTERIOR COLUMN 1
INTERIOR COLUMN 2
BASE PLATE
ANC. BOLTS
8.0X9:0x0.S
(2)-1 1/4
8.0xlo.Ox0.5
(2)-1 1/4
B.oX14.OX0.75
(4)-1
B.oX14.OX0.75
(41-1
LOAD COMB
HL
VL
LL
HR
VR
LR
H1
L1
H2
V2
L2
21
-25.40
-30.68
0.00
11.67
-18.74
0.00
0.000
0.00
0.00
-3S.42
0.00
22
-17.91
-16.47
0.00
4.08
-5.25
0.00
0.000.
t12
0.00
0.00
-8.31
0.00
23
-11.59
-19.69
n-00
22.B9
-28.36
0.00
0.007
0.00
0.00
-40.01
0.00
24
25
-4.10
-24.B9
-5.48
-34.08
0.00
0.00tj.
-14.86
-29.42
0.00
0.00
0.007
0.00
-62.89
0.00
0.00
0.00
0.00
-12.90
-60.97
0.00
0.00
26
-24.9S
-31.26
0.D06
-32.14
0.00
0.00
-52.51
0.00
D.00
-fi1.37
0.00
27 /
-22.47
-2s 72
0.o04
-14.99
0.00
0.Do
-29.28
0.00
0.00
-27.89
0.00
26
-14.98
-12.61
0.005
-1.5o
0.60
0.00
-5.85
D.oO,
0.00
-0.78
0.00
29
-8.67
-16.73
0.00
19.96
-24.S.
0.00
0.00
-23.65
0.00
0.00
-32.48
0.00
30
-1.17
-1.62
0.00
12.47
- -11.11
0.00
0.00
-0.25
0.00
0.00
-s.37
0.00
31
-3.74
_-3.24
0.00
-3.17
2.32
0.00
0.00
2.64.
0.00
D.DD
6.46
0.00
32
0.00
3.91
0.00
-6.92
-sx7
0.00
0.00
14.34
0.00
0.00
19.02
0.00
33
3.16
2.25
0.00
2.49
-2.48
0.00
'0.00
6.46
0.00
0.00
3.16
0.00
34
6.91
9.31
0.00
-1.26
4,26
- 0.00
0.00
17.16
0.00
0.0D
16.72
0.00
3S
-23.D4
-27.47
0.00
9.21
-15.72
0.00
0.00
-30.59
0.00
0.00
-29.36
0.00
36
-15.55
-13.35
0.00
1.72
-2.23
0.00
0.00
-7.19
0.00
0.00
-2.24
0.00
37
-9.24
-16.48
0.00
20.63
-25.33
0.00
0.00
-24.96
0.00
0.00
-33.95
0.00
38
-1.75
-2.37
0.00
13.04
-11.84
0.00
0.00
-1.55
1 0.00
0.00
-5.84
0.00
1nm COMBINATION
21
DESCRIPTION
+WL1
OL
22
OL
+WL2
23
DL
+WL3
24
OL
+WL4
25
OL
+LWB1
26
OL
+LW82
27
OL
+COLL +WLI
28
OL
+COLL +WL2
29
OL
+COLL +WL3
30
DL
+COLL. +WL4
31
❑L
+COLL +SNOW +O.SWL1
32
OL
+COLL +SNOW +0.5WL2
33
❑L
+COLL +SNOW +O.SWL3
34
DL
+COLL +SNOW +0.5WL4
35
OL
+O.SSNOW +WLI
36
OL
+O.SSNOW +WL2
37
OL
+O.SSNOW +WL3
38
OL
+O.SSNOW +WL4
ckN-r, wo Coy. REAc-71owJ
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0
w
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N
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Ol
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000
000
000
000
000
000
000
000
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00 N
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*
Ceco Buildin9 Systems FRAME DESCRIPTION USER NAME:ssowelt DATE: 7/16/98 PAGE: 1-2
2400 HlahwaY 45 N.. Columbus, MS 99703 ss JOB NAME:13535A FILE:13535R.rfl
SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #01 LOCATION:frame lines 2'
NOTE: All reactions are in kips and kiD-ft.
REACTION NOTATIONS
HL
1 VL
LOAD GROUP REACTION TABLE
1 VR
COLUMN
LEFT COLUMN
RIGHT COLUMN
BASE PLATE
8.0X8.0Xo.375
8.0X8.0X0.375
ANC. BOLTS
(2)-3/4
(2)-3/4.
LOAD GROUP
HL
VL
LL
HR
VR
LR
OL
0.52
1_.77
0.00
1 -0.62
1.93
0.00
COLL
o.63
1.86
0.00
-0.63
1.85
0.00
DIl
O.Si
2.28
0.00
-0.61
0.71
0.00
012
o.si
0.71
0.00
-0.61
2.27
0.00
LL
2.63
1 7.43.
0.00
-2.63
7.42
0.00
SNOW
1.02
2.99
0.00
-1.02
2.98
0.00
EO
-0.13
-0.10
0.00
-0.13
0.10
0.00
WL1
-8.96
-17.55
0.00
-0.02
-14.13
0.00
WL2
-8.91
-11.19
0.00
-0.07
-7.82
0.00.
WL3
2.50
-7.9S
0.00
9.27
-12.54
0.00
WL4
2.65
-1.69
0.00
8.22
66.33
0.00
LWBI
-4.90
-17.66
0.00
6.33
-16.56
0.00
LW62
-4.91
-16.62
0.00
6.33
-18.69
0.00
h Z
Ceco Building Systems FRAME DESCRIPTION USER NAME:ssowelt DATE: 7/16/98 PAGE: 1-E
2400 Hi9hwaY 45 N.. Columbus. MS 39703 ss JOB NAME:13535A FILE:13535A.rf1
SUPPORT REACTIONS FOR EACH LOAD COMBINATION FRAME ID #01 LOCAT10N:frame lines 2
NOTE: All reactions are in kips and ki0=ft.
A RF1QrT T f1N NfiTAT T f1NS
1 VL
LOAD COMBINATION REACTION TABLE
COLUMN
LEFT COLUMN
RIGHT COLUMN
BASE PLATE
e.0x8.0x0.375
3.0x3.0x0.375
ANC. BOLTS
(2)-3/4
(2)-3/4
LOAD COMB
HL
VL
LL
HR'
VR
I LR
1
1.92
6.27
0.00
-1.92
5.53
0.00
2
1.92
5.4i
0.00'
-1.92
6.32
0.00
3
3.69
11.07
0.00
-3.69
11.10
0,00
4
2.18
6.63
0.00
-2.18
6.67
0.00
5
0.33
1.46
0.00
-0.68
1.70
0.00
6
0.32
1.45
0.00
-0.59
1.71
0.00
7
0.59
1.66
0.00
-0.32
1.50
0.00
B
0.58
1.65
0.00
-0.33
1.51
0.00
9
0.88
3.08
- 0.00
-1.14
3.32
0.00
10
0.87
3.07
0.00
-1.15
I 3.39
0.0o
11
1.16
3.29
0.00
-0.87
9.12
0.00
12
1.14
3.2B
0.00
-0.8B
3.13
0.00
13
0.46
1.90
0.00
-0.72
2.16
0.00
14
0.45
1.89
'0.00
-0.72.1
2.17
0.00
15
0.72
2.10
0.DO
-0.45
1.96
0.00
16
0.71
2.09
0.00
-0.46
1.97
0.00
17
1.10-
3.74
0.DO
-1.32
3.97
D.00
18
1.08
3.73
0.00
-1.34
3.98
0.00
19
1.36
3.94
0.00
-1.07
3.78
0.00
20
1.34
3.92
0.00
-1.0B
I 3,79T
0.00'
1OAn COMBINATION
1
DESCR1PTiON
6 DL +COLL +011 +0.5DI2
2
OL +COLL +0.5DI1 +DI2
8
DL +LL +COLL
4
OL +COLL +SNOW
S
0.875DL
+ED
6
0.8750L
+ED
7
0.8750L
-ED
8
0.8750L
-ED
9
0.8750L
+0.875COLL +ED
10
O.B75DL
+0.875COLL +ED
11
0.8750L
+0.875COLL -ED
12
0.B75DL
+0.875COLL -ED
13
1.1250L
+ED
14
1 .1250L
+Eta
15
1.125DL
-ED
16
1.1250L
-ED
17
1.12SOL
+0.9844COLL +ED
18
1.12SOL
+0.9844COLL +ED
• 19
1.12SOL
+0.9844COLL -ED
• 20
1.12SOL
+0.9844COLL -ED
K?_11
1
T
Ceco Building Systems FRAME DESCRIPTION USER NAME:ssowell DATE: 7/15/98 PACE: 1-4
2400 Hi9hwaY 45 N.. Columbus. MS 39703 ss JOB NAME:13535A FILE:13535A.rf1
SUPPORT REACTIONS FOR EACH LORD COMBINATION FRAME ID uO1 LOCATION:frame lines 2
NOTE: All reactions are in kips and kiP-ft.
REACTION NOTATIONS
HL -- HR
�VL �VR
LOAD COMBINATION REACTION TABLE
COLUMN
LEFT COLUMN
RIGHT COLUMN
BASE PLATE
8.0X8.0X0.37S
8.0X8.0X0.375
ANC. BOLTS
121-3/4
(2)-3/4
LOAD COMB
HL
VL
LL
HR
VR
LR
21
-8.43
-1S.78
0.00
-0.SS
42.29
0.00
22
-8.39
-9.41
0.00
-0.59
-S.99
0.00
23
3.02
-6.18
0.00
7.74
-10.81
0.00
24
3.07
0.19
0.00
7.69
-4.S0
0.00
25
-4.38
-1S.88
0.00
6.81
-14.72
0.00
26
-4.38
-13.75
0.00
5.81
-16.86
0.00
27
-7.80
-13.92
0.00
-1.18
-10.44
0.00
28
-7.7S
-7.56
0.00
-1.23
-4.13
O.W
29
3.6S
-4.32
0.00
7.11
-B.95
0.W
30
3.70
'2.04
0.00
.7.06
-2.64
0. W
31
-2.90
-2.15
0.00
-2.IS
-0.39
0.00
32
-2.28"
1.03
0.00
-2.21
2.76.
0.00
33
3.42
2.SS
0.00
1.96
0.3S
0.00
34
3.4S
5.83
0.00
1'.93
3.S1
0.W
35
-7.92
-14.28
0.00
-1.06
-10.80
O.00
36
-7.88
-7.92
0.00
-1.10
-4.49
O.W
37
3.S3
-4.68
0.00
7.23
1 -9.31
0.00
38
3.58
1.68
0.o0
7.18.
-3.01
0.00
LOAD COMBINATION
21
DESCRIPTION
+WL1
OL
22
DL
+WL2
23
DL
+WL3
24
OL
+WL4
25
❑L
+LWB1
26
OL
+LWB2
27
OL
+COLL +WL1
28
DL
+COLL +WL2
29
:'OL
+COLL +WL3
30
OL
+COLL +WL4
31
DL
+COLL +SNOW +0.5WL1
32
OL
+COLL +SNOW +O.SWL2
33
OL
+COLL +SNOW +0'.5WL3
34
OL
+COLL +SNOW +O.SWL4
35
DL
+O.SSNOW +WL1'
36
OL
+O.SSNOW +WL2
37
OL
+O.SSNOW +WL3
• 38
OL
+O.SSNOW +WL4
00) N&-%Z
3
* CDS VERSION V23
ON 07/15/98.AT
13:20:14
PAGE 29
-0 JOB: 13535A
run02 BY:
ssowell
FOR:SOUTHERN REGION
P,Lp6 . it?,
MAIN BUILDING SIDE
3 ENDWALL COLUMN
DESIGN
*****
ENDWALL
COLUMN REACTIONS)
COL COLUMN
BASE REACTIONS BY LOAD
GROUP
NUM D
L
S C
W+
W-
E+
E-
--- ------
1 0.362
------
1.384
------ ------
0.417 0.259
------
-2.862
------
-2.862
------
0.000
------
0.000
V
0.003
0.021
0.006 0.004
-0.043
-0.043
0.000
0.000
HX
0.000
0.000
0.000 0.000
0.000
0.000
0.000
0.000-HY
2 0.825
4.205
1.269 0.788
-10.138
-10.138
-0.106
-0.106
V
•-0.,001
-0.009
-0.003 -0.002
-3.740
4.095
0.000
0.000
HX
0.000
0.000
0.000 0.000
-1.809
1.809
-0.114
0.114
HY
3 0.724
3.504
1.057 0.657
-9.157
-9.157
-0.101
-0.101
V
-0.001
-0.007
-0.002 -0.001
-3.109
3.384
0.000
0.000
HX
0.000
0.000
0.000 0.000
-2.356.
2.356
7-0.114
0.114
HY
4 0.313
0_265
0.080 0.049
-0.624
-0.624
0.000
0.000
V
0.001
0.004
0.001 0.001
-0.009
-0.009
0.000
0.000
HX
0.000
0.000
0.000 0.000
-1.007
1.132
0.000
0.000
HY
V=VERTICAL
HX=HORIZONTAL
MAJOR AXIS
HY=HORIZONTAL
MINOR AXIS
IN KIPS