. Proceedings of the annual convention . ELEVATION OF SPAN .SOUTH TRUSS4 5 6 11 121 14 15 16 SECTION:4-WEB PLS. -30 » J4- L» 4 « 4 « 12-SIDE PLS. - 22 « JGROSS AREA « SO. AREA . SQ. ■ SECTION i-lLOCATION OF GAGES LNORTH TRUSS26 25 24 I 23 22 24 36 35 34 33 32 31 RECORDED STRESS RANGE TRUSS GAGENO. BRIDGE PARTIALLY OPENED BRIDGECOMPLETELYOPENED SOUTH 1 + + 3,060 2 - 300 + 750 3 + 1,500 + 5,100 4 + 2,160 + 0 5 + 810 + 2,190 6 - 1,620 960 II +32,100 + 36t090 12 + 25^90 + 13 + 25350 + 3^600 14 + + 15 + 24/20 + 29,040 16 + 28^200 +
. Proceedings of the annual convention . ELEVATION OF SPAN .SOUTH TRUSS4 5 6 11 121 14 15 16 SECTION:4-WEB PLS. -30 » J4- L» 4 « 4 « 12-SIDE PLS. - 22 « JGROSS AREA « SO. AREA . SQ. ■ SECTION i-lLOCATION OF GAGES LNORTH TRUSS26 25 24 I 23 22 24 36 35 34 33 32 31 RECORDED STRESS RANGE TRUSS GAGENO. BRIDGE PARTIALLY OPENED BRIDGECOMPLETELYOPENED SOUTH 1 + + 3,060 2 - 300 + 750 3 + 1,500 + 5,100 4 + 2,160 + 0 5 + 810 + 2,190 6 - 1,620 960 II +32,100 + 36t090 12 + 25^90 + 13 + 25350 + 3^600 14 + + 15 + 24/20 + 29,040 16 + 28^200 + 32,610 NORTH 21 - - 22 - 2,160 - 1,140 2324 - + 240 + 840 + 25 + 1^00 + 26 + 3300 + 5,100 31 + 3Q270 + 3^00 32 +23700 + 31300 33 + + 34 + + 29,700 35 + + 36 + 35*430 + NOTE STRESSES SHOWNGROSS SECTION IN + TENSION - COMPRESSION ARE ONPSI. ELEV. OF JOINT C 16 FIG. I P a P U. BRIDGE TESTS l60-0 THROUGH TRUSS BASCULE SPAN OPEN TIMBER FLOOR LOCATION OF TEST MEMBERRECORDED STRESS RANGE IN COUNTERWEIGHT TRUSS MEMBER CI4-CI6 156 Iron and Steel Structures
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
