Michigan Engineers' Annual Containing the Proceedings of the Michigan Engineering Society, Volume 46, Issue 31928 |
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Results 1-5 of 8
Page 24
... 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 BEARING . 24 THE MICHIGAN ENGINEER.
... 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 BEARING . 24 THE MICHIGAN ENGINEER.
Page 25
... beam is made up of 2-15 - I - 42.9 lbs . with standard separators . The balance beam is connected to the saddle beam by a pin joint , and provision made by means of the counterweight platform for leveling the balance beam before any ...
... beam is made up of 2-15 - I - 42.9 lbs . with standard separators . The balance beam is connected to the saddle beam by a pin joint , and provision made by means of the counterweight platform for leveling the balance beam before any ...
Page 27
... beam is leveled up with no load in the hopper box , by means of the counterweight . At this point the balance beam is hanging from the saddle beam at the upper pin joint and the jack is not in contact , so no load is being applied to ...
... beam is leveled up with no load in the hopper box , by means of the counterweight . At this point the balance beam is hanging from the saddle beam at the upper pin joint and the jack is not in contact , so no load is being applied to ...
Page 29
... beam and if any settlement occurs keep the beam level by operation of th jack . Measurements for elasticity were made by removing a given amount of water from the hopper box and marking on the deflection board the corresponding re ...
... beam and if any settlement occurs keep the beam level by operation of th jack . Measurements for elasticity were made by removing a given amount of water from the hopper box and marking on the deflection board the corresponding re ...
Page 30
... beam level at all times . This was particularly difficult when the soil was near the point of failure as the settlement sometimes took place faster OCT - 11-27- Fig . 12 CHECKING LOAD ON JACK than the jack could operate . At the point ...
... beam level at all times . This was particularly difficult when the soil was near the point of failure as the settlement sometimes took place faster OCT - 11-27- Fig . 12 CHECKING LOAD ON JACK than the jack could operate . At the point ...
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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