9808-122 (RER) Structural CalcsCARLOS* ELIAS '7/2 3l98
Civil Engineer
388Cathedral City, Cry 92234 25 Charlesworth Dr. STr���TURAC C4 LClJG 4T10N5
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. = 289,(1 b,1,o .5 = 14 G 1 A- 2Zean -1! .4X $
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3-8'
DESCRIPTION/S
in.
20
0
0
.
>>
_ ST L- COL.
e45-6 PLT
DESIGN
DESIGNDATA --------
0
--------------------------------------------)
0
SUPPORT PIER HEIGHT
AXIAL'LOAD
kips
4.51
0.00
0.00 0.00 0.00
X -X AXIS`MOMENT
ft -k
55.19
0.00
0.00 0.00 0.00
AISC SECTION NAME
---->>
WlOx39
None
None None None
BOLT CAPACITY k
# BOLTS PER SIDE
BOLT AREA in
...DIST. FROM PL EDGE in
24.5 0 0 0 0
2 0 0 0 0
1.227Q--���i{''� 0 .0 0 0-
2 0 0 0 0
BASEPLATE HEIGHT
o`�`S
of
in.
20
0
0
0
0
it WIDTH
in
14
0
0
0
0
SUPPORT PIER HEIGHT
in
30
0
0
0
0
WIDTH
in
30
0
0
0
0
f1c
psi
2,500
3,000
3,000
3,000
3,000
Fy
ksi
36
36
36
36
36
LOAD DURATION FACTOR
1.33
1.00
1.00
1.00
1.00
AISC SECTION DEPTH
in
9.92
0.00
0.00
0.00
0.00
.....FLANGE WIDTH
in
7.985
0.000
0.000
0.000
0.000
.....FLANGE THICKNESS
in
0.530
0.000
0.000
0.000
0.000
.....WEB THICKNESS
in
0.315
0.000
0.000
0.000
0.000
------ PLATE DESIGN ------
------------------------
----------------------
MIN. REQ'D THICKNESS
in
1.28
0.00
0.00
0.00
0.00
Plate Analysis Type
#
1
0
0
D
0
Anchor Bolt Tension
k
21.17
0.00
0.00
0.00
0.00
Actual Bearing
psi
1,037
0
0
0
0
Allowable: Per ACI 10.15
2,667
0
0
0
0
Per AISC
1.5.5
2,086
0
0
0
0
Max. Plate Capacity
for
Allowable Bearing
k
584.2
0.0
0.0
0.0
0.0
----- PLATE ANALYSIS
---->>>
Use If
Actual Thickness Varies From
Min., --
ACTUAL PLATE THICKNESS in
0
0
0
0
0
Max. Allow Plate'Fb
ksi
35.91
0.00
0.00
0.00
0.00
Actual fb
ksi
0.00
0.00
0.00
0.00
0.00
DESCRIPTION/S
>>
e
DESIGN DATA --------
--------------------------------------------I
AXIAL LOAD
kips
4.51
0.00
0.00
0.00
0.00
X -X AXIS MOMENT
ft -k
55.19
0.00
0.00
0.00
0.00
AISC SECTION NAME ---->>
W10x39
None
None
None
None
BOLT CAPACITY
k
24.5
0
0
0
0
# BOLTS PER SIDE
2
0
0
0
0
BOLT AREA
in
1.227
0
0
0
... DIST. FROM PL EDGE
in
2
0
0
0
�oQROFE&&sv
S Fri l��
BASEPLATE HEIGHT
in
20
0
U 0:
0
0
" WIDTH
in
14
0
W
0
m
0
0
SUPPORT PIER HEIGHT
in
30
0
¢
No•1 39
0
0
it to WIDTH
in
30
0_
lie; "0}
0
0
4-8
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CARLOS ELIAS
Civil Engineer
38825 Charlesworth Dr.
Cathedral City, CA 92234 S�%2�G7y>�Z- G✓�C GdL /'fi'f / 0�� S
(618). 327271
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t,04 e 1 94K U Arc 14�1S)�
�t,C,ow, l.bPfO = 1 3 . �� c saa - 3) 9 (1,25) I TOO = 53 ZZ*
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r oo T IVIG /+r PT. A
GOD DoT/N6= 3(,,00�# �-MSTIS"L✓iIX C0471N. ITNG,
15" Wind rrNG &coo rot
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