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// A three-dimensional coordinate class. class ThreeD { int x, y, z; // 3-D coordinates public ThreeD() { x = y = z = 0; } public ThreeD(int i, int j, int k) { x = i; y = j; z = k; } // Overload <. public static bool operator <(ThreeD op1, ThreeD op2) { if(Math.Sqrt(op1.x * op1.x + op1.y * op1.y + op1.z * op1.z) < Math.Sqrt(op2.x * op2.x + op2.y * op2.y + op2.z * op2.z)) return true; else return false; } // Overload >. public static bool operator >(ThreeD op1, ThreeD op2) { if(Math.Sqrt(op1.x * op1.x + op1.y * op1.y + op1.z * op1.z) > Math.Sqrt(op2.x * op2.x + op2.y * op2.y + op2.z * op2.z)) return true; else return false; } // Show X, Y, Z coordinates. public void Show() { Console.WriteLine(x + ", " + y + ", " + z); } } class ThreeDDemo { static void Main() { ThreeD a = new ThreeD(5, 6, 7); ThreeD b = new ThreeD(10, 10, 10); ThreeD c = new ThreeD(1, 2, 3); ThreeD d = new ThreeD(6, 7, 5); Console.Write("Here a.Show(); Console.Write("Here b.Show(); Console.Write("Here c.Show(); Console.Write("Here d.Show(); is a: "); is b: "); is c: "); is d: ");
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For many technicians, testing optical cable and devices is new and threatening. However, it quickly becomes apparent that the optical signal level is measured in terms of power in the quite normal unit of optical dBm. Optical power meters have been developed that are small and easy to use. Also, the optical time domain re ectometer (TDR) has been developed, which can be used to test optical cable. 7.421 Optical signal levels can be measured using an optical power meter that measures the level directly in dBm. Power meters operate at only one or two wavelengths, depending on whether the instrument is a single- or dual-wavelength type. The instrument range is large enough to be connected via an optical jumper directly to the transmitter. Reading this level as the input level and testing the level at the receiving point can yield the optical path loss. This method is shown in Figure 7-15. The optical level is displayed on a LCD display in numbers of dBm of optical power. The 1-mW level corresponds to 0 dBm. These instruments are hand held, battery operated, and usually available with a variety of adapters for different optical connectors. Also, this instrument is quite rugged and relatively inexpensive, usually about $500 to $1,500. One manufacturer offers a power meter/ light source combination with which a technician can use the light source with voice communications through a spare ber to an accomplice with the same equipment
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Debris may accumulate at the upstream or downstream end of a bridge or under a bridge as shown in Figure 12.16. It changes both the geotechnical and hydraulic characteristics of a bridge. A great majority of bridges are located on narrow stream widths and therefore the effects of debris may be higher. The work includes classifying the type of debris, studying ow behavior of oating debris, estimating the volume of debris, studying local pier scour associated with debris accumulation, and selecting the type and design of debris sweepers and countermeasures to de ect debris. Recommendations given in FHWA, HEC-9 Debris Control Structures Evaluation and Countermeasures will be followed. Debris consists of indigenous material deposited at the bridge obstruction from: Continued oods Long-term aggradation material transported by water ow varies according to demography and the type of terrain Sediments, small stones, gravel, and tree leaves and branches Broken pieces of timber from furniture, boats, etc. or fragments of metals.
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The following steps are provided for ready reference. Prior to developing a software or for solving the equations using hand calculations, equations need to be checked against the latest version of applicable AASHTO LRFD Speci cations or LRFR Manual. Effective ange width (LRFD Select minimum of L/4; Spacing S or ts Greater of tw or bf /2 Ec 33000 (Wc)1.5 (fc )0.5 (LRFD A. Dead load analysis for DC1, DC2, DW M max wL2/8 B. Perform live load analysis C. Calculate DF 1. One lane loaded: DF for exure gm1 0.06 (S/14)0.4 (S/L)0.3 (Kg /12Lts3)0.1 Longitudinal stiffness parameter Kg n (I A (eg)2) 2. Two lanes loaded: DF for exure gm2 0.075 (S/9.5)0.6 (S/L)0.2 (Kg /12Lts3)0.1 3. One lane loaded: DF for shear Df1 0.36 S/25.0 4. Two lanes loaded: DF for shear Df2 0.2 (S/12) (S/35) 2.0 Compute design live load moments for HL-93 (HS-20 truck, lane or tandem) and multiply by DF. Flexural resistance: fps (1 K c/ dp ) (fpu) LRFD Eq. (5.16) K 0.28 for low relaxation strands fpu 270 ksi dp Distance from extreme compression ber to the centroid of prestressing tendons. 5. Distance to neutral axis c c (Aps fpu) / (0.85 fc 1 b K Apsfpu/dp) LRFD Eq. (5-19) a c 1 6. Mn Aps fps (dp a/2) 7. Minimum reinforcement required to develop Mr Lesser of 1.2 Mcr or 1.33 Mu (LRFD Mn Eq. (6-4) Mr Mcr (fr fpb) Sbc Md,nc (Sbc/Sb 1) (LRFD Modulus of rupture fr 0.24 fc )0.5 (LRFD fpb Ppe /A Ppe e/Sb Sbc I/yt fpb 0 (No prestress) Md,,nc 0 (non-composite dead load moment) 8. Determine effective prestress force Ppe fpe Initial prestress Total prestress losses. fpe Aps Ppe
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