. The use of the strain gage to determine stresses in steel structures . •H •H 0 0 -p EH Pi 0 0 GO EH O COH EH O O ©fiO © NORTH AVE. BRIDGELOCOMOTIVE LOADING 78 Special Readings as trains other than TestTrain passed over Bridge Gage Line DDDDD 111315 15351736202133333535353333 EEE Engine No. 1504 76081526761615041504121015041346760071047613761371022-7613 & 71001210 Type 2-8-0C-6-0 2- 8-00-6-00-6-00-6-00-6-00-6-0 3- 8-02-8-02-8-02-8-02-8-02-8-00-6-0 Stress 1800 T. 1200 T. 1500 4200 2400 T. C, 2700 T. 3600 C. then 1200 T. 2100 2400 1800 C. then 8400* T 10,800* T. t
. The use of the strain gage to determine stresses in steel structures . •H •H 0 0 -p EH Pi 0 0 GO EH O COH EH O O ©fiO © NORTH AVE. BRIDGELOCOMOTIVE LOADING 78 Special Readings as trains other than TestTrain passed over Bridge Gage Line DDDDD 111315 15351736202133333535353333 EEE Engine No. 1504 76081526761615041504121015041346760071047613761371022-7613 & 71001210 Type 2-8-0C-6-0 2- 8-00-6-00-6-00-6-00-6-00-6-0 3- 8-02-8-02-8-02-8-02-8-02-8-00-6-0 Stress 1800 T. 1200 T. 1500 4200 2400 T. C, 2700 T. 3600 C. then 1200 T. 2100 2400 1800 C. then 8400* T 10,800* T. then 6000* C 4800 T. 3000 T. The 0-6-0 engines are similar to the I5 engine used onthis test. They are rather light engines. The 2-8-0 engines are heavy freight engines the loadingbeing about equivalent to Coopers E55 loading, D 35 E and D 35 W were gage lines on the middle of theflat sides of the twisted bar on L3U4 at a point of twist. Thestresses would not be considered serious. ?The stresses found during the test. 79 Plate K6 23 0 ^5 CM (^ 8 r. ) > ^ re
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1914
