Excerpt from Maximum Stresses in Framed Bridges Articles. 1. Definitions, Weights of Bridges 7. Laws of Mechanics, Maximum Shears. 14. Stresses in a Warren Truss with Sus penders. 28 19. Chord Stresses, Method of Moments. 38 21. Method of Chord Increments. 43 Formulas for Chord Stresses 49 Warren Truss (deck and through) 57 32. Shear Formulas, approximate and exact. 65 38. Through Bridge, Pratt Truss 73 39. Through Bridge, Howe Truss. 81 40. Deck Bridge, Pratt Truss 86 41. Deck Bridge, Howe Truss 92 43. Whipple Truss. 94 ...
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Excerpt from Maximum Stresses in Framed Bridges Articles. 1. Definitions, Weights of Bridges 7. Laws of Mechanics, Maximum Shears. 14. Stresses in a Warren Truss with Sus penders. 28 19. Chord Stresses, Method of Moments. 38 21. Method of Chord Increments. 43 Formulas for Chord Stresses 49 Warren Truss (deck and through) 57 32. Shear Formulas, approximate and exact. 65 38. Through Bridge, Pratt Truss 73 39. Through Bridge, Howe Truss. 81 40. Deck Bridge, Pratt Truss 86 41. Deck Bridge, Howe Truss 92 43. Whipple Truss. 94 Lattice Truss. 103 45. Wheel Loads, Reactions and Moments. 110 50. Graphical Method 116 51. Position of Load, giving maximum moment. 53. Application to Pratt Truss 55. Position of Live Load, giving maximum shears in a beam and a truss 137 56. Application to Pratt Truss 142 58. Hip Vertical, Floor Beam and Stringer. 149 60. Warren Girder. 156 62. Stresses due to Wind Pressure 161 68. Theoretical Section Areas 174 appendix. About the Publisher Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at ... This book is a reproduction of an important historical work. Forgotten Books uses state-of-the-art technology to digitally reconstruct the work, preserving the original format whilst repairing imperfections present in the aged copy. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in our edition. We do, however, repair the vast majority of imperfections successfully; any imperfections that remain are intentionally left to preserve the state of such historical works.
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