Proceedings, Volume 44American Society of Civil Engineers, 1918 |
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Page 878
... STRESSES IN RAILROAD TRACK : A. N. Talbot , A. S. Baldwin , G. H. Bremner , John Brunner , W. J. Burton , Charles S. Churchill , W. C. Cushing , Robert W. Hunt , George W. Kittredge , Paul M. LaBach , C. G. E. Larsson , G. J. Ray ...
... STRESSES IN RAILROAD TRACK : A. N. Talbot , A. S. Baldwin , G. H. Bremner , John Brunner , W. J. Burton , Charles S. Churchill , W. C. Cushing , Robert W. Hunt , George W. Kittredge , Paul M. LaBach , C. G. E. Larsson , G. J. Ray ...
Page 1056
... stresses , diagrams of stresses and sections , and tabulated estimates of metal , etc. The information would be valuable and instructive as examples of pre- liminary calculations and designs for reference . As an instance in support of ...
... stresses , diagrams of stresses and sections , and tabulated estimates of metal , etc. The information would be valuable and instructive as examples of pre- liminary calculations and designs for reference . As an instance in support of ...
Page 1058
... stresses , and afterward to make both the upper and lower chords hingeless for the live - load stresses . Problem No. 2. - The formula , A 2 M T + d for the area of the Pc chords , would seem to imply that the section will not be ...
... stresses , and afterward to make both the upper and lower chords hingeless for the live - load stresses . Problem No. 2. - The formula , A 2 M T + d for the area of the Pc chords , would seem to imply that the section will not be ...
Page 1059
... stresses in a hingeless arch when perhaps , everything con- sidered , the two - hinged or the three - hinged arch might , in the long run , be the most economical in metal and , from a practical point of view , be the best ? The reader ...
... stresses in a hingeless arch when perhaps , everything con- sidered , the two - hinged or the three - hinged arch might , in the long run , be the most economical in metal and , from a practical point of view , be the best ? The reader ...
Page 1060
... stresses , and finds that , if they are provided for without increasing the working stresses , there will be a 7 % advantage for the three - hinged type ; but if , on the other hand , a 20 % increase of intensities of stress is allowed ...
... stresses , and finds that , if they are provided for without increasing the working stresses , there will be a 7 % advantage for the three - hinged type ; but if , on the other hand , a 20 % increase of intensities of stress is allowed ...
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116th Engrs 17th Engrs 23d Engrs 26th Engrs 2d Bn 2d Lieut Adjt American Society Appointment arch bridges Army Arthur Asst Aviation Section Bldg Board of Direction Camp A. A. Humphreys Camp Humphreys Camp Zachary Taylor Charles Civil Engineer Corps Coast Artillery column Committee on Development Constr Dept Edward Engineering Council Engineering Societies England ferred to Grade Field Artillery France Frank Frederick George George W Grade of Associate Grade of Member Harry Headquarters Henry James John load Lt.-Col Lt.-Commander Office Ordnance paper read President Quartermaster Corps Railroad Report Robert Royal Engrs Sanitary Corps Secretary Sept Serial beginning Service Bn Signal Corps Society of Civil stresses Thomas three-hinged U. S. A. 1st Lieut U. S. A. Capt U. S. A. Maj U. S. A. Unassigned U. S. N. rank Washington Water William York City