«SKEWBACK»に関連する英語の本
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SKEWBACK ARCH AXIS CROWN EXTRADOS DEPTH ID) horseshoe arch — an
arch whose intrados is greater than a semicircle and less than a full circle. Also
known as an Arabic or Moorish arch. intrados — the concave curve that bounds ...
2
Journal of the Franklin Institute
Next we must find the strain on each skewback which would result from this
assumed 420-6514 tons of horizontal strain, combined with the vertical pressure
arising from the assumed half weight of bridge and load, or 280-4342 tons. As
before ...
Persifor Frazer, Franklin Institute (Philadelphia, Pa.), 1859
3
Journal of the Franklin Institute
Next we must find the strain on each skewback which would result from this
assumed 420-6514 tons of horizontal strain, combined with the vertical pressure
arising from the assumed half weight of bridge and load, or 280-4342 tons. As
before ...
4
New Developments in Dam Engineering: Proceedings of the 4th ...
The tangential deformation regularity is: ( 1 ) The tangential deformation in dam
blocks of left skewback is pointing to left bank and the tangential deformation in
dam blocks of right skewback is pointing to right bank while the water level is very
...
Martin Wieland, Qingwen Ren, John S.Y. Tan, 2004
5
The Architectural Theory of Viollet-le-Duc: Readings and ...
At O is the second skewback carrying the two diagonal arches and the transverse
arch, the upper bed of the latter being now normal to the curve, while the beds of
the two diagonal arches are still horizontal. At P is the third skewback, ...
Eugène-Emmanuel Viollet-le-Duc, Millard Fillmore Hearn, 1990
6
Brickwork for Apprentices
Figure 9.68 Alternative method to maintain alignment of arches Figure 9.69 Use
of gun or templet to obtain correct skewback angles Figure 9.70 Alternative
method of marking skewback angle for rough arch Figure 9.71 Marking voussoirs
on ...
7
The History of Gauged Brickwork
I a 70o skewback, whereas his taller fig. II has a much steeper angle of 76o. A
long accepted method practised by craftsmen bricklayers, for determining a
skewback angle, is the One Third Rule, as explained by Nicholson (1823, 352–3)
: The ...
But the formation level was 1.25 below the intended level of the skewback ;
therefore 93.79-——1.25=92.54 feet for the height of the bench-mark above the
intended skewback of the tunnel. This method of computation was adopted for
every ...
Frederick Walter Simms, 2014
9
Technical Manual TM 3-34.22 (FM 3-34.343) / MCRP 3-17.1B ...
Glossary shop coat shore shoulder abutment shoulder area shuttering side-hill
cut sidewalk sidewalk bracket sill sill piece silt simple span sin skew skew angle
skewback skewback pedestal skewback shoe skew portal slab slab bridge slag ...
United States Government US Army, 2013
10
Arch Bridges: Proceedings of the First International ...
RETROFITTING OF MASONRY ARCH BRIDGE The adopted formulation on
masonry arch proves that: 1 ) the thrust at the skewback, H, has to be comprised
in an appropriate range of value [H^ - Hmi,] which is function of the arch and the ...
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Secret Screws
... clue as to the design limits of skewback props in a large, ocean going sub application. ... Knowing the limitations of the classic skewback would be a great step ... «ArmsControlWonk.com, 9月 07»
