HomeMy WebLinkAboutS524- TYPICAL STEEL CONNECTIONS% SUPPOFTFACE
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� DOUBLE SHEAR PL PEF
CONNECTION ENGINEER NOTES:
1. EACH SHEAR PL SHALL BE DESIGNED AS AN
HSS BEAM TO SUPPORT �SIDE) EXTENDED SHEAR PL WITH FULL ECCENTRICITV
2 AT CONTRACTOR'S OPTION, END PL MAV BE
ExTENDED ON ALL SIDES AND WELDED TO TO
H55 BEAM ALL AROUND W ITH SB �p RLLET W ELD
TYPICAL HSS BEAM SHEAR PLATE CONNECTION
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y PLAN.TYP
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J SHEAR PLATE PER
CONNECTION ENGINEER
MIN 1/2" SMOOTH
RAD W 5, TYP
BEAM TO W GIRDER (SIDE)
EXTENDED SHEAR PLATE (FITTED) - BEAM TO
GIRDER
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EXTENDED SHEAR PLATE
PER CONNECTION ENGINEER
STABILIZER PL (TOP AND BOT)
ATFLANGE,
TVP
3 SI�ES, 5l8 b �
TVP 5l8 y
EXTENDED SHEAR PLATE
PER CONNECTION
ENGINEER
BEAM TO W COLUMN WEB (SIDEI
EXTENDED SHEAR PLATE - BEAM TO COLUMN WEB
MINIMUM NUMBER OF
BOLTS REQUIRED FOR
SHEAR CONNECTIONS
BEAM DEPTH REQUIRED # OF ROWS
wa-wiz z
W14-W18 3
W21-W24 4
W2�-W30 5
W33-W40 6
W44 7
NOTES:
1. IN ALL CASES THE CONNECTION LENGTH PROVIDED
MUST BE GREATER THAN OR EQUAL TO 1/2 x T
MINIMUM # OF BOLTS REFERENCE TABLE
STA&LIZER PL
(TOP AND BOT)
.
SECTION A
a �
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5116
5�
THETA LESS THAN 45 DEG
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1/4 BTC-P4
51(E)45� MODIFlED
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NEARSIDE RANGE CUT
AWAV FOR CLARITV '
�3" TYP
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FITTED EXTENDED SHEAR PLA
PER CONNECTION ENGINEER
MIN V2' SMOOTH RADWS, TYP
STABILIZER PL (TOP AND BOT)
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a0 �
a0 �
a0 �
BEAM TO W COLUMN WEB f51DE1
EXTENDED SHEAR PLATEI
N.T.S.
SKEWED PLATE WELDS
PL5/16 AND PL3/8
THETA(DEG) Si NOTES
c 1] DEG 3/8" -
1]�THETA<=30 12" -
30<THETA<45 51i6" BEVELPLATE
= 45 =tp E =tp - 1/B"
> 45 CJP
THETAEQUALT045DEG NOTES:
1. CJP WELDS MAY BE PROVIOED IN LIEU OF FlLLET WELDS.
5/16" AND 3/8" SKEWED SHEAR PLATE
AT RANGE,
TVP
3 SIDES, `'�
T�P 5/8 �p
FITTED EXTENDED SHEAR
PLATE PER CONNECTION
ENGINEER
SECTION A
- BEAM TO COLUMN WEB
STABILIZER PL
(TOP AND BOT)
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f
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a =
�
5/i6
5,
THETA LESS THAN 45 DEG
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m
D
5116 BTC-P4
51(E)45� MODIFlED
THETA EQUAL TO 45 DEG
SKEWED PLATE WELDS
PL1/2
THETA(DEG) S� NOTES
<=1�DEG il2" -
1�<THETA<=22 9/i6" -
22<THETA <45 1l2" BEVELPLATE
= 45 =�p E =�p- 1/8"
> 45 CJP
NOTES:
1. CJP WELDS MAV BE PROVIDED IN LIEU OF RLLET WELDS.
1/2" SKEWED SHEAR PLATE
CCORNERSTONE
■�
�
� �M�R CR\
■ STRUCTUREPOINT
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CARMEL MEDICAL
ARTS PAVILION
12174 N. Meridian Street
Carmel, Indiana 46032
.�, .r
m: No.
q�11200647
9� STFTE Of /
i
a
0
TVP
(TVP)
TYPICAL STEEL BEAM MOMENT CONNECTION
AT UNEQUAL DEPTH GIRDER
�� � �.
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
'�v�:���\i 1�.rvalMa=� .
DATE: O$�Z4�ZO
SEE PLANS FOR REQD
�ESIGN SHEAR
� � Q
� �
� O
TVP
� BACKING BAR
(TYP)
TYPICAL STEEL BEAM MOMENT CONNECTION
AT EQUAL DEPTH GIRDER
��.�.�.
3 SIDES;
TVP AT
BEAM PER PLAN
�TVP
PER PLAN
`r
FULL-0EPTH STIFFENER � � `BEAM PER PLAN
NS ANO FS THICKNE55
AS RE�UIRED BV SHEAR TAB CONNECTION
DESIGN
NOTE'. STIFFENER PLATES SHALL BE
COLUMN PER PLAN ASTM A5I2 GRADE 50.
TYPICAL BEAM MOMENT CONNECTION
TO COLUMN FLANGE
�� � �.
BOTH FLGS
TVP
3 SIDES, TVP
3 SIDES,
TYP
� �
0 �
� �
TVP
SEE PLAN FOR REQD
DESIGN SHEAR
NOTE: STIFFENER PLATES SHALL ��gACKING BAR, TVP
BE ASTM A5]2 GRADE 50.
FULL W IDTH OF COLUMN
W EB, TYP. THICKNESS AS
REQUIRED BY DESIGN
TYPICAL BEAM MOMENT CONNECTION
\ TO COLUMN WEB
��.�.�.
�OSI��
CERTIFIED BY
ISSUANCE INDEX
DATE:
05.22.2020
PROJECT PHASE:
CONSTRUCTION DOCUMENTS
S 524
PLAN,TVP
SECTION A
Project Number 2019.00780
TYPICAL STEEL
CONNECTIONS