Setting
General
Section
Right End Plate
Weld
Stiff & Doubler Plate
Design Load
Design Calc
canvas_bkg
canvas
User :
Guest
Module :
Steel Connection
Status :
run in demo mode
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Calc Summary
Geometry & Weld =
PASS
Max Ratio
=
0.52
PASS
Demo Mode
Code=AISC360-16 LRFD
User Quick Access :
Youtube Tutorial
Online Manual
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Sketch View
Front View
Side View
Top View
Load View
General
Company and project name
Connection ID
Select design module
Steel Connection
Concrete Anchorage
Crane Runway Beam / Monorail Beam
Select connection type
Moment Connection - Beam to Column
Moment Connection - Beam to Girder
-------------------------------------
Shear Connection
Brace Connection
Splice Connection
-------------------------------------
Base Plate - With Ver Brace
Base Plate - Without Ver Brace
The connection has beam on
Right Side Only
Left Side Only
Both Side
MC connection type
MC1 End Plate to Column Flange
-------------------------------------
MC2 Flange Plate to W Shape or HSS Column
MC3 Flange Plate/Cap Plate to W Shape or HSS Column
MC4 Cut-Out/Collared Plate to HSS Column MC
-------------------------------------
MC5 Direct Weld to W Shape/HSS Column-Flange Only
MC6 Direct Weld to W Shape/HSS Column-Flange & Web
-------------------------------------
MC7 Flange Plate to W Shape Column Web
?
Beam is near the end of column
Yes
No
Seismic moment frame system
None
OMF
IMF
SMF
ToolTip
On
Off
Select W Shape Section
Select Sect from
Library Sect
Custom Sect
Section library
US AISC Shape DB v14.1
US AISC Shape DB v14.1 Metric Name
Canadian CISC Steel Handbook Shape
British BS4-1993
European
Japanese Nippon Steel Handbook
Chinese GB 11263-2010
Mexican IMCA
Australian
Section Category
Section Name
Copy selected lib sect as start for custom sect input
d =
canvas_w_sect
b
f
=
t
f
=
t
w
=
k =
k
1
=
Select C Shape Section
Select Sect from
Library Sect
Custom Sect
Section library
US AISC Shape DB v14.1
US AISC Shape DB v14.1 Metric Name
Canadian CISC Steel Handbook Shape
British BS4-1993
European
Japanese Nippon Steel Handbook
Chinese GB 706-2008
Mexican IMCA
Australian
Section Category
Section Name
Copy selected lib sect as start for custom sect input
d =
canvas_c_sect
b
f
=
t
f
=
t
w
=
k =
Select Angle Section
Select Sect from
Library Sect
Custom Sect
Section library
US AISC Shape DB v14.1
US AISC Shape DB v14.1 Metric Name
Canadian CISC Steel Handbook Shape
British BS4-1993
European
Japanese Nippon Steel Handbook
Chinese GB 706-2008
Mexican IMCA
Australian
Section Category
Section Name
Copy selected lib sect as start for custom sect input
d =
canvas_L_sect
b
f
=
t
f
=
k =
Select HSS Shape Section
Select Sect from
Library Sect
Custom Sect
Section library
US AISC Shape DB v14.1
US AISC Shape DB v14.1 Metric Name
Canadian CISC Steel Handbook Shape
British BS4-1993
Japanese Nippon Steel Handbook
Chinese
Australian
Section Category
Section Name
Copy selected lib sect as start for custom sect input
h =
canvas_hs_sect
b =
t =
Select CHS Shape Section
Select Sect from
Library Sect
Custom Sect
Section library
US AISC Shape DB v14.1
US AISC Shape DB v14.1 Metric Name
Canadian CISC Steel Handbook Shape
British BS4-1993
Japanese Nippon Steel Handbook
Chinese
Australian
Section Category
Section Name
Copy selected lib sect as start for custom sect input
h =
canvas_cs_sect
t =
Select WT Shape Section
Select Sect from
Library Sect
Custom Sect
Section library
US AISC Shape DB v14.1
US AISC Shape DB v14.1 Metric Name
Canadian CISC Steel Handbook Shape
British BS4-1993
European
Japanese Nippon Steel Handbook
Chinese GB 11263-2010
Mexican IMCA
Australian
Section Category
Section Name
Copy selected lib sect as start for custom sect input
d =
canvas_wt_sect
b
f
=
t
f
=
t
w
=
k =
Select Steel Grade
Select grade from
Library
Custom Input
Material library code
Material grade
Steel grade name
=
Steel strength
F
y
=
F
u
=
Select Bolt Grade and Diameter
Bolt material code
=
Custom bolt grade name shall not contain A325 or A490
Custom bolt grade name
=
Bolt tensile strength
F
u
=
Bolt thread
N - included
X - excluded
Bolt grade
=
Bolt tensile strength
F
u
=
Bolt diameter
d
b
=
Consider slip critical
=
Yes
No
?
Surface condition
=
Custom slip coefficient
µ =
=
STD
OVS
SSLT
SSLP
LSLT
LSLP
=
STD
OVS
SSLT
SSLP
LSLT
LSLP
ToolTip
Select Weld Electrode Grade
Select grade from
Library
Custom Input
Material library code =
AWS
China GB/T5117
Weld electrode grade =
Custom grade name =
Electrode strength F
u
=
Save Input
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Global Project Settings
Design Code
Design Unit
Display Inch As Format/Precision of
For CSA S16 code only, input factored load is
divided by this load factor to get service load
used in bolt slip critical check
Load factor for converting factored/service load when switching between LRFD/ASD code
ToolTip