Minutes of Proceedings of the Institution of Civil Engineers, Band 200The Institution, 1915 Vols. 39-204 (1874/75-1916/17) have a section 3 containing "Abstracts of papers in foreign transactions and periodicals" (title varies); issued separately, 1919-37, as the institution's Engineering abstracts from the current periodical literature of engineering and applied science, published outside the United Kingdom. |
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Seite 91
... rivets . It was rather difficult to decide whether that was due to the fact that the composition of the rivets was slightly different from that of the plates , or to the fact that the plates had been strained . In locking - bar jointed ...
... rivets . It was rather difficult to decide whether that was due to the fact that the composition of the rivets was slightly different from that of the plates , or to the fact that the plates had been strained . In locking - bar jointed ...
Seite 95
... rivets . In iron structures also , where two portions were coupled together , one being electro - positive to the other , corrosion of the former was accelerated . The Author . As to the failure of zinc sheets Proceedings . ] 95 GAS ...
... rivets . In iron structures also , where two portions were coupled together , one being electro - positive to the other , corrosion of the former was accelerated . The Author . As to the failure of zinc sheets Proceedings . ] 95 GAS ...
Seite 180
... rivets , pins , bolts , etc. 13. For members in direct compression well - filled rivet holes need not be deducted , but the working stress given above is subject to such reduction as may be necessary according to a suitable column ...
... rivets , pins , bolts , etc. 13. For members in direct compression well - filled rivet holes need not be deducted , but the working stress given above is subject to such reduction as may be necessary according to a suitable column ...
Seite 186
... Secondary Stresses in Bridge Trusses . " New York , 1908 . Attached by horizontal rivets to the angles of the vertical . 3.41 tons per square inch , and as the permissible 186 [ Minutes of ANDERSON ON IMPACT COEFFICIENTS FOR.
... Secondary Stresses in Bridge Trusses . " New York , 1908 . Attached by horizontal rivets to the angles of the vertical . 3.41 tons per square inch , and as the permissible 186 [ Minutes of ANDERSON ON IMPACT COEFFICIENTS FOR.
Seite 188
... rivet steel . +16 1 -16.1 32.2 From 40,500 to 60,200 Tensile strength +15.2 -- 15.2 30.4 From 68,400 to 155,295 26.8 to 28.6 tons per square inch +11.6 -11.6 23.2 14,876,432 Elongation 28 per cent . in 8 inches SIR BENJAMIN BAKER'S ...
... rivet steel . +16 1 -16.1 32.2 From 40,500 to 60,200 Tensile strength +15.2 -- 15.2 30.4 From 68,400 to 155,295 26.8 to 28.6 tons per square inch +11.6 -11.6 23.2 14,876,432 Elongation 28 per cent . in 8 inches SIR BENJAMIN BAKER'S ...
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