Vierendeel girder and frame - Engineering Class Home Pages

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Vierendeel girder and frame Copyright Prof Schierle 2012 17

Steel buckling Copyright Prof Schierle 2011 1

Geometric properties Copyright Prof Schierle 2011 1

Structure selection and design Copyright Prof Schierle 2012 1

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Chord bars Moment of Inertia required I= 1059 in4 Use ST16x16x1/2 I =1200 > 1059 Check mid-span chord stress Compression C = 313 k Allowable compression Pall = 728 k 313

Z U G S P T Z E Vierendeel girder and frame Copyright Prof Schierle 2012 17

Page 1 and 2: Vierendeel girder and frame Vierend
Page 3 and 4: Vierendeel girder and frame Copyrig
Page 5 and 6: Vierendeel bridge HBF Berlin: Viere
Page 7 and 8: Salk Institute, La Jolla Architect:
Page 9 and 10: Commerzbank, Frankfurt Architect: N
Page 11 and 12: Hong Kong Shanghai Bank Architect:
Page 13 and 14: Chord bars Moment of Inertia requir
Page 15: Design end chords Joint load P = w

Vierendeel girder and frame - Engineering Class Home Pages

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