ABSTRACT
This book consists of the papers presented at the First World Conference on Constructional Steel Design held in Acapulco, Mexico, December 1992. The Conference provided a forum for presentation and discussion by designers and research workers involved with steel construction.
TABLE OF CONTENTS
part |2 pages
STRESS DISTRIBUTIONS
part |1 pages
d Diameter GL Germanisch Lloyd
part |1 pages
Fig. 13 Test specimen after failure; K-type joint (b/bg = 0.5)
part |1 pages
Automatic net Generation Description of the Elements - Material - thickness - etc. Fig. 1: FEM - Input - Generation by PROFILE - PRE
chapter |5 pages
b) Rotation capacity from 3- point bending tests
plastic hinge theory Fig. 2: Rotation requirement and rotation capacity in terms of actual plastic angles a) from a substituted b) Resistance from Single Span Beam 3. point bending
chapter |3 pages
a) Moment-Rotation-curves b) Rotation Capacity expressed by
expressed by R Fig. 8: FEM - Results: Variation of the b/t- ratios Serie D: TAC[]50 t = 15 mm Serie E: TAC[]50 t = 10 mm
