Using double integration method, solve the following for the overhanging beam shown. Use l= 60 in. and E = 1.5 x 10 psi. 1000 Ib 400 Ib/ft E6 ft - 4 ft- 3 ft 1. Derive the equation of the elastic curve Segment AB Slope Equation Deflection Equation Segment BC Slope Equation Deflection Equation Segment CD Slope Equation Deflection Equation 2. Compute the value of & at the right end. Maximum Deflection Location Magnitude 3. Compute the value of & at the right end. Deflection at the Right End Magnitude 4. Calculate the value of ô midway between the supports. Deflection Midway Between Supports Magnitude 5. Draw the Elastic Curve 1000 lb 400 Ib/ft E 6 ft 4 ft- 3 ft

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Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.