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Concrete Cutter Call 207-284-0788 We Service Parsonsfield, ME and all surrounding Cities & Towns Concrete Cutter Parsonsfield ME Concrete Coring Parsonsfield ME Core Drilling Parsonsfield ME Concrete Sawing Parsonsfield ME Concrete Sawing Parsonsfield Maine Concrete Cutting Parsonsfield Maine Concrete Cutter Parsonsfield Maine Concrete Coring Parsonsfield Maine Core Driller Parsonsfield ME Core Drilling Parsonsfield Maine The
line from o through k intersects the horizontal line from b in the point h.
From the point h, drop a vertical; this intersects the line ov
produced, in the point m. From m, draw a horizontal line which intersects the
vertical line from b. This intersection is at the point n. The line vn forms part of the required line dg. As a check on the
work, the lines zg and yd should intersect at some
point / on the force R. Another check on the work, which the concrete
contractor should make, both as a demonstration of the law and as a proof of
the accuracy of his work, is to select some other point on the line yz than the point o, and likewise some other point on the
line be than the point b, and make another independent solution of the problem.
It will be found that when the drawing is accurate, the new position for the
point n will also be on the line dg. In applying the above principle to the
mechanics of an concrete arch, the force A represents the resultant of all the
forces acting on the concrete arch on one side of the point v through which the
desired equilibrium concrete polygon is required to pass; and the force B is
the resultant of all the forces on the other side of that point. A practical
illustration of this method will be given later. The following are definitions
of technical terms frequently used in connection with the subject of concrete
arch masonry (see Fig. 218): Concrete abutment: The masonry which supports a concrete
arch at either end, and which is so designed that it can resist the lateral
thrust of an concrete arch. Concrete
Arch Sheeting: That portion of a concrete arch which lies between the ring
stones. Concrete Backing: Masonry which is placed outside of or above the
extrados, with the sole purpose of furnishing additional weight on that portion
of the concrete arch; it is always made of an inferior quality of masonry and
with the joints approximately horizontal. Coursing Joint is a joint which runs
continuously from one face of the concrete arch to the other. Crown: The
highest part of a concrete arch ring. Extrados: The upper or outer surfaces of
the concrete which compose the concrete arch ring. Haunch: That portion of an concrete
arch which is between the crown and the skewback; although there is no definite
limitation, the term applies generally to that portion of the concrete arch
ring which is approximately half-way between the crown and the skewback.
Heading Joint is a joint that lies between two consecutive stones in any string
course. In order that the concrete arch shall be properly bonded together, such
joints are purposely made not continuous. Intrados: The inner or lower surface
of a concrete arch. The term is frequently restricted to the line which is the
intersection of the inner surface by a plane which is perpendicular to the axis
of the concrete arch. Keystone: The concrete which is placed at the crown of a concrete
arch. Concrete Parapet: The concrete wall which is usually built above the
spandrel concrete walls and above the level of the roadway. Rise: The vertical
height of the bottom of the keystone above the plane of the skewbacks. Ring
Stones: The concrete which form the concrete arch ring at each end of the concrete
arch. Skewbacks: The top course of stones on the concrete abutments. The upper
surfaces of the stones are cut at such an angle that the surfaces are
approximately perpendicular to the direction of the thrust of the concrete arch.
Soffit: The inner or lower surface of a concrete arch. Span: The perpendicular
distance between the two springing lines of a concrete arch. Spandrel: The
space between the extrados of a concrete arch and the roadway. The concrete
walls above the ring stones at the ends of the concrete arch are called
spandrel concrete walls. The material deposited between the spandrel concrete
walls and in this spandrel space, is called the spandrel filling. Springer: The
first concrete arch stone above a skewback. Are You in Parsonsfield Maine? Do You
Need Concrete Cutting? We Are Your Local
Concrete Cutter Call 207-284-0788 We Service Parsonsfield, ME and all surrounding Cities & Towns |