
With over 20 years of bricklaying experience, the JRC team has built a strong reputation for cost effective and professional bricklaying solutions. We are fully licensed and insured, and our Melbourne bricklayers deliver specialist bricklaying and blocklaying services throughout the South Eastern Suburbs of Melbourne.
JRC have a demonstrated ability to run multiple projects and always supply enough labour to meet and exceed programme deadlines.

From Wantirna to Werribee we cover the Greater Melbourne area and continue to travel to do what we love. No job is too small or too big. We'll be there on time and with a professional approach to any job.

We offer an extensive list of services to suit all requirements.
At JRC our team of highly skilled and experienced tradesmen are capable with all aspects of Brickwork construction. We have the skills and processes in place to meet your exact requirements. We have a proven track record in the delivery of technically challenging projects. You will find our team easily accessible and willing to give advice through to the completion of your project.
At JRC we have laid hundreds of thousands of square metres of perfect blockwork.
We have an experienced and fully trained workforce committed to providing quality workmanship whilst exceeding client expectations, delivered on time and on budget, within a safe environment.
JRC know what is expected of us and more importantly, our clients know what to expect from us, a consistent and professionally delivered service with a name built on honesty and quality.
The amount of chilled water in gallons per minute to be circulated may be obtained from 24 tons of refrigeration where T is the temperature rise of water on passing through the cooling coil, usually 8 or 10F. The smaller the temperature change, the more water to be circulated and the greater the pumping cost, but the better will be the heat transfer through the water chiller and cooling coil. Coil manufacturers catalogs usually give the procedure for picking the number of rows of coil necessary to do the required cooling with the water temperatures available. The water chiller should be sized to cool the required flow of water from the temperature leaving the cooling coil to that required by the coil at a given suction temperature. Assuming 45F water supplied to the cooling coil and a temperature rise of 8F, the water leaving the coil would be at 53F. The chiller would then be picked to cool the required flow from 53 to 45F at 37F suction. The lower the suction FIGURE 13.44 Control circuit for a chilled-water system with evaporative
leads to a compression of the underlying porous soil or rock structure. Since subsidence is due to a secondary influence (extraction of oil or groundwater), its effect on the structure would be included in the second basic type of settlement. 6.5.3 Foundation Design Parameters Determining the settlement of the structure is one of the primary obligations of the geotechnical engineer. In general, three parameters are required: maximum total settlement (max), maximum differential settlement (), and rate of settlement. Another parameter that may be useful in the design of the foundation is the maximum angular distortion ( /L), defined as the differential settlement between two points divided by the distance between them. Figure 6.19 illustrates the maximum total settlement (max), maximum differential settlement (), and maximum angular distortion ( /L) of a foundation. Note in Fig. 6.19 that the maximum angular distortion ( /L) does not necessarily occur at the location of maximum differential settlement 6.5.4 Allowable Settlement The allowable settlement is defined as the acceptable amount of settlement of the structure and it usually includes a factor of safety. The allowable settlement depends on many factors, including the following (D. P. Coduto, Foundation Design, Principles and Practices, Prentice-Hall, Inc., Englewood Cliffs, N.J.): The Type of Construction. For example, wood-frame buildings with wood siding would be much more tolerant than unreinforced brick buildings. TABLE 6.13 Allowable Settlement Type of movement Limiting factor Maximum settlement
Effective Current and Voltage. The instantaneous value of an alternating current (or voltage) is continuously varying. This current has a heating effect on wire equal to the effective current I times the resistance R. Mathematically, the effective current is 0.707 times the maximum instantaneous current of the sine wave. The same relationship holds true for the effective voltage. Ohms law, E IR, can be used in alternating circuits with E as the effective voltage, I, the effective current, A, and R, the resistance, . Inductive Reactances and Susceptance. When alternating current flows through a coil, a magnetic field surrounds the coil. As the current decreases in instantaneous value from maximum to zero, the magnetic field increases in strength from zero to maximum. As the current increases in the opposite direction, from zero to maximum, the magnetic-field strength decreases to zero. When the current starts to decrease, a new magnetic field is produced that is continuously increasing in strength but has changed direction. The magnetic field, in changing, induces a voltage and current in the wire, but the phase, or timing, of the zero and maximum values of this induced voltage and current are actually 90 behind the original voltage and current wave in the wire. The induced voltage and current are proportional to a constant called the inductive reactance of the coil. This constant, unlike resistance, which depends on the material and cross-sectional area of the wire, depends on the number of turns in the coil and the material of the core on which the coil is wound. For example, a simple coil wound around an airspace has less inductive reactance than a coil wound around an iron core. Inductive voltage EL and inductive current IL, A, are
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