HomeMy WebLinkAbout1254.97.14SPLICE BOLT TABLE
SPLICE N0, SIZE
A 10 1 -0 x 0-314-
B 12 4 -0 x 0-27
12
5 AT 4 _O�a 20 -0
1 -2'e
THE REACTIONS SHOWN MUST ACT ON THE FRAME IN THE DIRECTION SHOWN
TO MAINTAIN STABILITY THE REACTION ON THE ANCHOR BOLT OR FOUNDATION
WILL BE IN THE OPPOSITE DIRECTION TO THAT INDICATED BY THE TABLE.
POSITIVE REACTIONS ARE IN THE SAME DIRECTION AS THE DIAGRAM ARROWS
NEGATIVE DIRECTIONS ARE IN THE OPPOSITE DIRECTION TO THE ARROWS.
"COLL" IN THE ABOVE TABLE IS THE COLLATERAL LOAD, INCLUDING ANY
SPRINKLER LOADS.
"WIND LEFT" IS WIND FLOWING FROM LEFT TO RIGHT ACROSS THE FRAME
AS SHOWN.
WIND RIGHT" IS WIND FLOWING FROM RIGHT TO LEFT ACROSS THE FRAME
AS SHOWN. IF THE VALUES FOR WIND RIGHT ARE ALL "0.0 -. THE FRAME
IS SYMMETRICAL. AND ONLY WIND FROM THE LEFT WAS USED FOR ANALYSIS.
w WIND LONG" IS WIND FLOWING IN THr' 10NGITUDINAL DIRECTION. WHICH
THIS SHEET. PERPENDICULAR
I ONE SET OF DESIGN WIND
RIGHT DIRECTIONS. THE -1"
3 ARE DIFFERENT WIND CASES
ONS FOR THE SECOND WIND
)E ONLY USES ONE WIND CASE.
DPERLY PRE - TENSIONED. THE
ASTM A325 OR A490 BOLTS
CE TO THIS SECTION IS TO BE
)S TO PROPERLY TIGHTEN THE
(RENCH. 3) ALTERNATE DESIGN
. OF THESE METHODS REQUIRE
EXCEPT THE TURN -OF -NUT
ES THIS METHOD FOR BOLT
WASHERS ARE NOT REOUIRED
COME FROM PARAGRAPH 8(d):
HE CONNECTION AND BROUGHT
:FINED AS THE TIGHTNESS THAT
7RM CONTACT. THIS MAY BE
NCH OR THE FULL EFFORT OF
3 TIGHTENING SHALL PROGRESS
THE CONNECTION TO THE FREE
ON SHALL BE RETIGHTENED IN
ARY UNTIL ALL BOLTS ARE
CTION IS FULLY COMPACTED.
V THE CONNECTION SHALL BE
IT OF ROTATION SPECIFIED IN
:ONDITION.
kD TO END OF BOLT)
1/3 TURN
DIAMETERS ....... 1/2 TURN
2 DIAMETERS 2/3 TURN
5
ii.
itii« A
SIGN OWLT
REQUIRENTi I-t,
ELUDED
.DINGS
)89
r
INDIANA
DwG NO ISSUE
P- 2 �s
REACTION
MEMBERS
DEAD
COLL
LIVE
SNOW
WIND
WIND
WIND WIND WIND
SEIS
LEFT
COL HOR
LOAD
LOAD
LOAD
LOAD
LEFT
LEFT2
RIGHTI RIGHT2 LONG.
LOAD
LEFT
COL. VER
0.5
3.7
0.7
3.7
2.7
2.7
-6.3
0.0
0.0 0.0 1.5
-0.5
RIGT
COL. HOR
-0.5
15.0
-2.7
15.0
-7.8
0.0
0.0 0.0 -5.0
-0.6
RIGT
COL VER
3.7
3.8
15.0
-2.7
-3.6
0.0
0.0 0.0 - 1.5
-0.5
15.0
-2.2
0.0
0.0 0.0 -5.0
0.6
REACTION
UNBAL
MEMBERS
LEFT
LEFT COL. HOR
1.7
LEFT COL. VIER
4.5
RIGT COL. HOR
-1.7
RIGT COL. VER
14.2
THE
REACTIONS ARE
STATEC
IN KIPS
(1 KIP
- 1000 POUNDS).
THE REACTIONS SHOWN MUST ACT ON THE FRAME IN THE DIRECTION SHOWN
TO MAINTAIN STABILITY THE REACTION ON THE ANCHOR BOLT OR FOUNDATION
WILL BE IN THE OPPOSITE DIRECTION TO THAT INDICATED BY THE TABLE.
POSITIVE REACTIONS ARE IN THE SAME DIRECTION AS THE DIAGRAM ARROWS
NEGATIVE DIRECTIONS ARE IN THE OPPOSITE DIRECTION TO THE ARROWS.
"COLL" IN THE ABOVE TABLE IS THE COLLATERAL LOAD, INCLUDING ANY
SPRINKLER LOADS.
"WIND LEFT" IS WIND FLOWING FROM LEFT TO RIGHT ACROSS THE FRAME
AS SHOWN.
WIND RIGHT" IS WIND FLOWING FROM RIGHT TO LEFT ACROSS THE FRAME
AS SHOWN. IF THE VALUES FOR WIND RIGHT ARE ALL "0.0 -. THE FRAME
IS SYMMETRICAL. AND ONLY WIND FROM THE LEFT WAS USED FOR ANALYSIS.
w WIND LONG" IS WIND FLOWING IN THr' 10NGITUDINAL DIRECTION. WHICH
THIS SHEET. PERPENDICULAR
I ONE SET OF DESIGN WIND
RIGHT DIRECTIONS. THE -1"
3 ARE DIFFERENT WIND CASES
ONS FOR THE SECOND WIND
)E ONLY USES ONE WIND CASE.
DPERLY PRE - TENSIONED. THE
ASTM A325 OR A490 BOLTS
CE TO THIS SECTION IS TO BE
)S TO PROPERLY TIGHTEN THE
(RENCH. 3) ALTERNATE DESIGN
. OF THESE METHODS REQUIRE
EXCEPT THE TURN -OF -NUT
ES THIS METHOD FOR BOLT
WASHERS ARE NOT REOUIRED
COME FROM PARAGRAPH 8(d):
HE CONNECTION AND BROUGHT
:FINED AS THE TIGHTNESS THAT
7RM CONTACT. THIS MAY BE
NCH OR THE FULL EFFORT OF
3 TIGHTENING SHALL PROGRESS
THE CONNECTION TO THE FREE
ON SHALL BE RETIGHTENED IN
ARY UNTIL ALL BOLTS ARE
CTION IS FULLY COMPACTED.
V THE CONNECTION SHALL BE
IT OF ROTATION SPECIFIED IN
:ONDITION.
kD TO END OF BOLT)
1/3 TURN
DIAMETERS ....... 1/2 TURN
2 DIAMETERS 2/3 TURN
5
ii.
itii« A
SIGN OWLT
REQUIRENTi I-t,
ELUDED
.DINGS
)89
r
INDIANA
DwG NO ISSUE
P- 2 �s