Influence Lines for Horizontally Curved Fixed-end Beams of Circular-arc Plan, Volumes 29-36 |
From inside the book
36 pages matching CURVED FIXED-END BEAMS in this book
Page 3
Where's the rest of this book?
Results 1-3 of 36
Contents
Purpose | 5 |
Line Diagram of Left Portion of Beam Showing Relations | 13 |
Influence Line for Me Subtended Angle of 60 | 20 |
Common terms and phrases
¹ eds ¹² axis of symmetry Bangle that spans beam axis Beam Showing Positive BEAMS OF CIRCULAR-ARC bending moment CIRCULAR-ARC PLAN College of Engineering computations concentrated load cose CURVED FIXED-END BEAMS Engineering Experiment Station equations 14 Experiment Station Bulletin ƒ³ GK 2EI Horizontally Curved Beams HORIZONTALLY CURVED FIXED-END indicates its location left half length of beam Mc Tc Vc Missouri Engineering Experiment modulus of elasticity moment of inertia Oesterblom partial derivative perpendicular q cos20 q sino q-values q2qsino qcos radians right half Robert B. B. Moorman Semi-Graphical Method SERIES NUMBER 35 series of beams shown in Fig sin² sine spans the distance subscript indicates SUBTENDED UNIT LOAD symmetry Y axis tangent torsion twisting moment twisting moments uniformly loaded unit length UNIT LOAD ANGLE UNIVERSITY OF MISSOURI Values of Mc values of q Values shown xD+yB ΕΙ α