Michigan Engineers' Annual Containing the Proceedings of the Michigan Engineering Society, Volume 46, Issue 31928 |
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Page 4
... steel columns and an adequate system of cross bracing . Each of the two columns forming a tower is made up of three large square cells of structural silicon steel firmly riveted together . The load imposed by the cables on top of a ...
... steel columns and an adequate system of cross bracing . Each of the two columns forming a tower is made up of three large square cells of structural silicon steel firmly riveted together . The load imposed by the cables on top of a ...
Page 6
... steel . Each of the main cables is 19 inches in diameter and is composed of 7,622 parallel and closely compacted steel wires 0.192 inches in diameter . These wires have an available strength of over four times that of ordinary bridge ...
... steel . Each of the main cables is 19 inches in diameter and is composed of 7,622 parallel and closely compacted steel wires 0.192 inches in diameter . These wires have an available strength of over four times that of ordinary bridge ...
Page 7
Structural Steel VIEW OF U. S. AND CANADIAN TOWERS WITH FOOT - BRIDGE CABLES IN PLACE THE MICHIGAN ENGINEER EDITOR - F . N. MENEFEE University. THE AMBASSADOR BRIDGE.
Structural Steel VIEW OF U. S. AND CANADIAN TOWERS WITH FOOT - BRIDGE CABLES IN PLACE THE MICHIGAN ENGINEER EDITOR - F . N. MENEFEE University. THE AMBASSADOR BRIDGE.
Page 24
... steel girders instead of timber for the saddle beam and bal- ance beam . The saddle beam is a 26 - inch Bethlehem 1-91.0 lb. anchored at both ends . The anchorage used was pig iron loaned for. Fig . 4 TESTING APPARATUS Fig . 7 THRUST ...
... steel girders instead of timber for the saddle beam and bal- ance beam . The saddle beam is a 26 - inch Bethlehem 1-91.0 lb. anchored at both ends . The anchorage used was pig iron loaned for. Fig . 4 TESTING APPARATUS Fig . 7 THRUST ...
Page 26
... steel slabs . The largest one would have been a four - inch rolled steel slab , making a very heavy and cumbersome piece of equipment . By designing the plates stacked as shown in the slide , an economy of material was possible and it ...
... steel slabs . The largest one would have been a four - inch rolled steel slab , making a very heavy and cumbersome piece of equipment . By designing the plates stacked as shown in the slide , an economy of material was possible and it ...
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Ambassador Bridge Ann Arbor apparatus application applied load balance beam bearing capacity bearing plate Bearing Value Bldg blue clay bridge building cent center thickness civil engineer coal cohesive strength compression post concrete 20 ft confining influence construction CONTRACTORS curves DEFLECTION IN INCHES Detroit Dixie highway economic Eight Mile road engineer or surveyor Engineers and Surveyors equipment examination failure fixed charges fluidity Grand Rapids hopper box hydro plant increase jack KELLER TRACTOR Lake road lateral pressure LOAD DEFLECTION load factor material measurements Michigan Engineering Society Mile road mill powers nine square feet Oakland County open pit operation PAVING perimeter person Phone pin joint pipe caps practice present pressure bulb registered architect road extends ROUND PLATE RULE saddle beam Section SEWER shear soil square foot SQUARE PLATES steam plants steel straight edge structure term expires June tests unit load utility water power yellow clay