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H.W. 1.1: Find which of the following method is more economical for excavating the foundation of multistory building. The plan of the excavation is shown below and the depth of excavation is 1.5 m. 1- First method: The use of a hoe excavator having a rate production of 350 m³/day and a rent of 250 103 IQD/day. 2- Second method: The use of workers (human), payment for each worker 25 103 IQD/day, and each worker can excavate 3 m3/day, every 7 workeres need 1 supervisor with 80 * 103 IQD /day payment. 80 m- 40 m Alsharifi

H.W. 1.1: Find which of the following method is more economical for excavating the foundation of multistory building. The plan of the excavation is shown below and the depth of excavation is 1.5 m. 1- First method: The use of a hoe excavator having a rate production of 350 m³/day and a rent of 250 103 IQD/day. 2- Second method: The use of workers (human), payment for each worker 25 103 IQD/day, and each worker can excavate 3 m3/day, every 7 workeres need 1 supervisor with 80 * 103 IQD /day payment. 80 m- 40 m Alsharifi

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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H.W. 1.1: Find which of the following method is more economical for excavating the foundation of multistory building. The plan of the excavation is shown below and the depth of excavation is 1.5 m. 1- First method: The use of a hoe excavator having a rate production of 350 m /day and a rent of 250 103 IQD/day. 2- Second method: The use of workers (human), payment for each worker 25 * 103 IQD/day, and each worker can excavate 3 m /day, every 7 workeres need 1 supervisor with 80 * 103 IQD /day payment. - 80 m 40 m Alsharifr
Transcribed Image Text:H.W. 1.1: Find which of the following method is more economical for excavating the foundation of multistory building. The plan of the excavation is shown below and the depth of excavation is 1.5 m. 1- First method: The use of a hoe excavator having a rate production of 350 m /day and a rent of 250 103 IQD/day. 2- Second method: The use of workers (human), payment for each worker 25 * 103 IQD/day, and each worker can excavate 3 m /day, every 7 workeres need 1 supervisor with 80 * 103 IQD /day payment. - 80 m 40 m Alsharifr
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