Alternative width for supporting wide flange members Allows the user to define an angle size for a range of flange widths This can be used with Single or Double clip angles Reinforcement Plates ID: 681905
Download Presentation The PPT/PDF document "Connection Design Clip Angle – Welded ..." is the property of its rightful owner. Permission is granted to download and print the materials on this web site for personal, non-commercial use only, and to display it on your personal computer provided you do not modify the materials and that you retain all copyright notices contained in the materials. By downloading content from our website, you accept the terms of this agreement.
Slide1
Connection DesignSlide2
Clip Angle – Welded to Supporting Member
Alternative width for supporting wide flange members.
Allows the user to define an angle size for a range of flange widths.
This can be used with Single or Double clip angles.Slide3
Reinforcement PlatesSlide4
Rod Bracing
Vertical braces as rods with clevis and turnbuckles.
Connections are designed and design calculations will be provided.
Round bar is now part of the material file. They will be found in the new default material files, but will need to be added to any job brought up from a previous version.
New steel grades setup screen for the Turnbuckle/Clevis/Pin
Member Detailing/Fabrication Options>Tension Only Braces, allows the user to define setup values for the Rod Bracing.Slide5
Moment Bent Plates
Wide Flange Beam to Wide Flange Column
Welded or bolted momentSlide6
Horizontal and Vertical Brace
HSS Horizontal Brace Paddle Plates (Double Shear)
Wtee
Vertical Brace
Copped Flange Connection
Double Angle Vertical Brace
Near side or far side
20 degree Horizontal BraceLimitation taken awaySlide7
Base Plates Extension with Stiffeners
Extended stiffeners under
baseplates
when a column frames to a beam with narrow flanges.
Will provide either one or two stiffeners depending on the loading.
Setup in Standard Fabricator Connections to define size and clearance.
Plate overhang tolerance specifies how much the
baseplate must overhang the beam flange before automatically providing ext. platesSlide8
Plate Schedule Information
All base plate information can now be found in the member or connection edit.
Weld size and location can be changed.
Extension information is accessible.Slide9
Varying Hole Spacing
Can be used on clip angle, shear, end plate and bent plate connections.
Design Calculations will reflect the spacing, including the bolt center of gravity checks.
Comma separated (3,3,4)
@ symbol (3@3.5)
Combination of comma separated and @ (3@3,4)
Adding more spaces will update the rows of boltsSlide10
Connection Design
Presenters
:
Marla
Cleveland,
P.E. Design
Data
Ryan
Vanek
Design
DataSlide11
Connection Design
- Connections with too many constraints
- Designing specific connection
by force and using extended calculations.
- Extended calculations
- Is your browser MathML friendly?
- User defined connections
- Variable hole spacing
- Fabricator friendly connections.
2004 Modern Steel article from Carol Drucker, SE
“30 Good Rules for Connection Design.”
- New connections in SDS/2 v2016 (by Ryan)Slide12
Connection Design
- How to avoid over-constrained connections
W8x24 beam
W10x45 column
25 Kips shear load
Need 2 bolt clip angleSlide13
Connection Design
- Getting that connection you need
W30x132 beam with
Shear=100 kips
Moment = 8000 kip-in
Framing to a
W14x145 column flange
7 1/2” gage on flange
Setup wide gage is 5 1/2”Slide14
Connection Design
- Using extended calculationsSlide15
Connection Design
- Using extended calculations
- Verify you can see correct
MathML
in your web browser by opening the following two links:
https://www.w3.org/Math/XSL/csmall2.xml
https://www.w3.org/Math/XSL/pmathml2.xmlSlide16
Connection Design
- Using extended calculationsSlide17
Connection Design
- Using extended calculations
Indications of a bad MathML pluginSlide18
Connection Design
- Using extended calculations
Indications of a bad MathML pluginSlide19
Connection Design
- How to avoid over-constrained connections
- User defined connections and connection design locks
u
No longer means User Defined Connection was not applied.
Number of locks applied
.Slide20
Connection Design
- Variable bolt spacingSlide21
Connection Design
- Fabricator friendly connections