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AISC (steel construction) Code Issues

CTSeng
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End Plate Conn to Col Web
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2
Views
502
ishvaaag
ishvaaag
braceh
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Radius or flush ends of moment connections.
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2
Views
153
braceh
braceh
swearingen
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Change in Usual Gage - 7th vs 13th
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2
Views
194
swearingen
swearingen
Sostratus
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Minimum Pretension of Bolts
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3
Views
860
ishvaaag
ishvaaag
wishnias
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AISC 360-05 H3.3 'constrained local yielding'
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3
Views
299
ishvaaag
ishvaaag
warrywall
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AISC 13th edition Design Example H5-c (CD-room)
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6
Views
221
warrywall
warrywall
IJR
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Girder Flange plate splice- always to be slip resistant?
Replies
0
Views
105
IJR
IJR
KOKONIS36
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Axially loaded pipes with internal pressure
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11
Views
227
Ron
Ron
KOKONIS36
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Plastic shear resistance of steel pipes
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4
Views
293
ishvaaag
ishvaaag
JSPstructureng
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Beam Bearing Plates
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3
Views
671
jike
jike
xxpecoxx
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Classification by Table B4.1 + Chapter H
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6
Views
662
xxpecoxx
xxpecoxx
IJR
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Indoor Footbridges, Outdoor Footbridges, Shopping Malls?
Replies
2
Views
191
bootlegend
bootlegend
bdruehl
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ROOF FAILURE STEEL BUILDING CBC
Replies
4
Views
254
bdruehl
bdruehl
Stazz
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ZZ axis section modulus for single angles
Replies
3
Views
418
nutte
nutte
CivilTanju
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  • Question Question
Couldn't find the equations in LRFD
Replies
4
Views
473
CivilTanju
CivilTanju
morsillo
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steel supported by wood
Replies
3
Views
466
RonRoberts
RonRoberts
XFEM
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Flange Width vs Deep of Beam Limit Criteria
Replies
6
Views
400
jike
jike
Skicat
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gusset plate design
Replies
4
Views
872
jike
jike
IJR
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  • Question Question
bearing capacity of pinned(frictionless) joints in AISC?
Replies
3
Views
468
WillisV
WillisV
XFEM
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  • Question Question
Welded Built-up Slender Compressive WF Beam per AISC 2005 E7
Replies
0
Views
148
XFEM
XFEM
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