Influence lines for horizontally curved fixed-end beams of circular-arc plan, Volumes 29-36 |
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Contents
Introduction | 5 |
Line Diagram of Left Portion of Beam Showing Relations | 13 |
Influence Line for Mc Subtended Angle of 60 | 21 |
1 other sections not shown
Common terms and phrases
Angle of 60 angle that spans axis of symmetry beam axis Beam Showing Positive beam whose arc BEAMS OF CIRCULAR-ARC circular-arc plan College of Engineering computations concentrated load cos0 CURVED FIXED-END BEAMS Engineering Experiment Station equations 14 fHxD g-values Horizontally Curved Beams HORIZONTALLY CURVED FIXED-END indicates its location left half length of beam LINES FOR HORIZONTALLY Mc sin 9 Mc Tc Vc Missouri Engineering Experiment modulus of elasticity MxLb MxLD+MyLB)ds MyL cos 9 O.5OOOO Ordinates to Influence partial derivative perpendicular q-Values radians right half Robert B. B. Moorman SERIES NUMBER 35 series of beams shown in Fig sin0 sin2 spans the distance subscript indicates SUBTENDED ANGLE symmetry Y axis tangent Tc and Vc Tc cos 9 Tc Vc 63 Tc Vc Mc torsion twisting moments uniform load unit length unit load UNIVERSITY OF MISSOURI values of Mc values of q values shown Vc Mc Tc yB)ds Z(xD
Bibliographic information
| Title | Influence lines for horizontally curved fixed-end beams of circular-arc plan, Volumes 29-36 University of Missouri bulletin, University of Missouri (Columbia, Mo.) Issue 35 of University of Missouri bulletin: Engineering series Volume 35 of Engineering Experiment Station series, Engineering Experiment Station (Columbia, Mo.) |
| Authors | Robert Burrus Beckner Moorman, Manford Ben Tate |
| Publisher | University of Missouri, 1947 |
| Original from | the University of California |
| Digitized | Mar 28, 2011 |
| Length | 39 pages |
| Subjects | Girders Influence lines Strains and stresses |
| Export Citation | BiBTeX EndNote RefMan |