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A Raymond model 5/0 single-acting hammer is used to drive a pile. The stroke of this hammer is 39 in. The average penetration per blow for the last 10 blows is 0.25 in. What will be the safe rated load using the Engineering News equation?

A Raymond model 5/0 single-acting hammer is used to drive a pile. The stroke of this hammer is 39 in. The average penetration per blow for the last 10 blows is 0.25 in. What will be the safe rated load using the Engineering News equation?

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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**Question:** A Raymond model 5/0 single-acting hammer is used to drive a pile. The stroke of this hammer is 39 inches. The average penetration per blow for the last 10 blows is 0.25 inches. What will be the safe rated load using the Engineering News equation? **Explanation:** In this problem, you are given details about a pile-driving scenario using a Raymond model 5/0 single-acting hammer. The key data includes: - Hammer stroke: 39 inches - Average penetration per blow: 0.25 inches You need to calculate the safe rated load using the Engineering News equation. This equation is commonly used for estimating the carrying capacity of piles based on the energy transferred by the hammer and the resistance offered by the soil.
Transcribed Image Text:**Question:** A Raymond model 5/0 single-acting hammer is used to drive a pile. The stroke of this hammer is 39 inches. The average penetration per blow for the last 10 blows is 0.25 inches. What will be the safe rated load using the Engineering News equation? **Explanation:** In this problem, you are given details about a pile-driving scenario using a Raymond model 5/0 single-acting hammer. The key data includes: - Hammer stroke: 39 inches - Average penetration per blow: 0.25 inches You need to calculate the safe rated load using the Engineering News equation. This equation is commonly used for estimating the carrying capacity of piles based on the energy transferred by the hammer and the resistance offered by the soil.
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