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Weare,New Hampshire – A well developed town of New Hampshire

Weare is one of the towns in Hillsborough province of New Hampshire, US. The population of the town was 8785 as per 2010 census. Weare is situated quite close to the cities Concord and Manchester.

Overview of transportation facilities

When it comes to transportation facilities of the town, it is known that 90% of the commuters drive vehicle on their own, 4% of the population make use of carpool and 4% of the people work from home thereby staying away from the traffic.

Weare Police department

The police department exists to serve all the people within the community with respect, compassion and fairness. They are dedicated to work to prevent protection of life, poverty as well as crime and aims towards preservation of peace and safety of the place.

Notable people of the town

Listed below are some of the notable people of the town-

• David Souter – former associate justice of U.S. Supreme Court

• Elma Gove- A well known painter of the town

• Gene Robinson- 9th Episcopal bishop of Diocese of New Hampshire

Geography

As per US census bureau, the city has an around area of 155.1 km2 (59.9 sq.miles), out of which 152.3 km2 (58.8 sq.miles) is land and rest 2.6 km2 (1.0 sq.miles) is water and remaining 1.74% is town area. The town is drained by Piscataquog River and that is impounded by Lake Horace towards northwest direction and Everett Lake towards northeast direction.

There are actually three highest summits located in the city and forms a cluster near the town. Starting from south to north, they are called as Mount Dearborn at an altitude of 369 m above the sea level, Mount Wallington is situated at an altitude of 370 m above the sea level and Mine Hill is also situated 369m above the sea level.

The town is crossed by the routes New Hampshire Route 114, New Hampshire Route 149 and New Hampshire Route 77.

A brief in-sight into the education system offered to the kids

The education system offered by Weare is quite different and unique when compared to other towns of New Hampshire-

• The Town has one elementary school called Center Woods Elementary School. It serves the children from Kinder garden till 3rd grade.

• The Middle School of the town serves from 6th grade till 8th grade. The process of constructing new middle school facility began in the late 2005.

• High school students of Weare go to John Stark Regional High School.

Although this is probably a safe shearing stress, many engineers would consider it advisable to use special V-shaped stirrups (see a, Fig. 108) to strengthen the concrete beam against such stress. If the angle of these stirrups with the vertical is, say, 45°, then the stress in the bars on each side will be .707 of the total load, assuming that these bars were to take all the stress. This would mean that these bars would have a stress of about 26,406 pounds, and at 16,000 pounds per square inch would require a total area of 1.65 square inches. Three '-inch bars would therefore more than provide the necessary area, even assuming that these stirrups took the entire load, and disregarding the stirrups such as would ordinarily be placed in the concrete beam,, and also disregarding the shearing strength of the concrete. If, therefore, these stirrups are made of 1-inch bars instead of 2-inch bars, the shearing stresses in the concrete due to the concrete beam will be amply provided for.

A complete detailed drawing will show all of the bars required for a panel between four of these concrete columns. The student should study this drawing (see Fig. 109) in connection with the foregoing demonstrations of the dimensions of the bars and of the concrete. When a definite load, such as a weight carried by a concrete column, is to be supported on subsoil whose bearing power has been estimated at some definite figure, the required area of the concrete footing becomes a perfectly definite quantity, regardless of the method of construction of the concrete footing. But with the area of the concrete footing once determined, it is possible to effect considerable economy in the construction of the concrete footing, by the use of reinforced concrete. An ordinary concrete footing of masonry is usually made in a pyramidal form, although the sides will be stepped off instead of being made sloping. It may be approximately stated that the depth of the concrete footing below the base of the concrete column, when ordinary masonry is used, must be practically equal to the width of the concrete footing. The offsets in the masonry cannot ordinarily be made any greater than the heights of the various steps. Such a plan requires an excessive amount of masonry.

A concrete footing of reinforced concrete consists essentially of a concrete slab, which is placed no deeper in the ground than is necessary to obtain a proper pressure from the subsoil. In the simplest case, the concrete column is placed in the middle of the concrete footing, and thus acts as a concentrated load in the middle of the plate (Fig. 110). The mechanics of such a problem are somewhat similar to those of a concrete slab supported on four sides and carrying a concentrated load in the center, with the very important exception, that the resistance, instead of being applied merely at the edges of the concrete slab, is uniformly distributed over the entire surface. Since the concrete column has a considerable area, and the concrete slab merely overlaps the concrete column on all sides, the common method is to consider the overlapping on each side to be an inverted cantilever carrying a uniformly distributed load, which is in this case an upward pressure evidently, occurs immediately below each vertical face of the concrete column. At the extreme outer edge of the concrete slab the moment is evidently zero, and the thickness of the concrete slab may therefore be reduced considerably at the outer edge. The depth of the concrete slab, and the amount of reinforcement, which is of course placed near the bottom, can be determined according to the usual rules for obtaining a moment. This can best be illustrated numerically. Assume that a load of 252,000 pounds is to be carried by a concrete column, on a soil which consists of hard, firm gravel. Such soil will ordinarily safely carry a load of 7,000 pounds per square foot.

Are You in Weare New Hampshire? Do You Need Concrete Cutting?

We Are Your Local Concrete Cutter

Call 603-622-4440

We Service Weare NH and all surrounding Cities & Towns