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A Joint Publication of NCSEA | CASE | SEI
STRUCTURE
November
2010
Steel
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® A Joint Publication of NCSEA | CASE | SE
With the changes to The Building Codes in 48 stat
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BUILDING INTELLIGENT CONNECTIONS. Why settle f
INBOX letters to the editor A misrepresentat
Structures THANK YOU! DR. CHARLES H. THORNTON
Editorial “Ask What You Want and Want What You A
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Rethinking Engineering Ethics By J
performance issues relative to extreme e
a) b)
E X P A N D your frame of referenc
More Wind Power Requires Taller Towers – Taller T
post-inspection is limited. This method has also
the wall shear exceeds 350 plf. The 3x foundation
For demand critical welds,the right product is cr
Comparison of Geometric Axis and Principal Axis B
It might be tempting to predict that the princip
are leg local buckling and yielding. But for a co
axis orientation, vertical leg up, is better than
Investigation of Distress in the South Tower
very large and suggested overall deficiencies in t
The strain gages on the steel members indicated
Intelligent Structural Design Model
notable structural engineers James Buchanan Eads
of Representatives but failed in the Senate. Unde
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Figure 7: Columns should be at least W10's to per
Figure 8: Increase beam dep
News form the National Council of Structural Engi
NCSEA Winter Institute February 25 – 26, 2010 Def
Institute of ASCE The Newsletter of the Structura
New Books Available from ASCE Tensile Membrane St
The Newsletter of the Council of American Structu
ACEC Education Information Expert Witness Trainin
opinions on topics of current importance
Introducing Take your design right down to the n