FITUATION 5. For Items 12-14. 2. Find the force acting en member FE. . 1.803 kN "T" . 1.202 kN "T" =. 1.803 kN "C" 1. 1.202 kN "C" 1. 5m 4.5m 3m D 3. Find the force acting V6 kN V8 AN V6 AN on member GD. . 11.181 kN "T" . 12.113 kN "T" =. 11.181 kN "C" 1. 12.113 kN "C" 3m 3m 3m 3m 4. Find the force acting on member GF. . 7.826 kN "T" . 14.142 kN "T" =. 7.826 kN "C" 1. 14.142 kN "C"

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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.