13.10 A static load test has been conducted on a 60-ft long, 16-inch square reinforced concrete pilethen use this value and the remaining data to compute q,' and the average f, value in the soil.respectively. The data recorded at failure was as follows: Load at head = 139,220 lb, settle-ment at head = 1.211 in, settlement of telltale rod A = 1.166 in, settlement of telltale rodB = 1.141 in. Use the data from tell tale rod A to compute the modulus of elasticity of the pile,which has been driven from a barge through 20 ft of water, then 31 ft into the underlying soil.Telltale rods A and B have been embedded at points 30 ft and 59 ft from the top of the pile,, Telltale rod A is anchored only 1 ft from the mud line (the top of the soil). There is es-ially no side-friction resistance between the top of the pile and this point, so the force at adepth of 30 ft is essentially the same as that at the top of the pile.

A static load test has been conducted on a 60-ft long, 16-inch square reinforced concrete pile which has been driven from a barge through 20 ft of water, then 31 ft into the underlying soil. Telltale rods A and B have been embedded at points 30 ft and 59 ft from the top of the pile, respectively. The data recorded at failure was as follows: Load at head = 139,220 lb, settle- ment at head = 1.211 in, settlement of telltale rod A = 1.166 in, settlement of telltale rod B= 1.141 in. Use the data from tell tale rod A to compute the modulus of elasticity of the pile, this value and the remaining data to compute q' and the averagef, value in the soil. , Telltale rod A is anchored only 1 ft from the mud line (the top of the soil). There is es- ially no side-friction resistance between the top of the pile and this point, so the force at a depth of 30 ft is essentially the same as that at the top of the pile.

A static load test has been conducted on a 60-ft long, 16-inch square reinforced concrete pile which has been driven from a barge through 20 ft of water, then 31 ft into the underlying soil. Telltale rods A and B have been embedded at points 30 ft and 59 ft from the top of the pile, respectively. The data recorded at failure was as follows: Load at head = 139,220 lb, settle- ment at head = 1.211 in, settlement of telltale rod A = 1.166 in, settlement of telltale rod B= 1.141 in. Use the data from tell tale rod A to compute the modulus of elasticity of the pile, this value and the remaining data to compute q' and the averagef, value in the soil. , Telltale rod A is anchored only 1 ft from the mud line (the top of the soil). There is es- ially no side-friction resistance between the top of the pile and this point, so the force at a depth of 30 ft is essentially the same as that at the top of the pile.

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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Concept explainers

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

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13.10 A static load test has been conducted on a 60-ft long, 16-inch square reinforced concrete pile
then use this value and the remaining data to compute q,' and the average f, value in the soil.
respectively. The data recorded at failure was as follows: Load at head = 139,220 lb, settle-
ment at head = 1.211 in, settlement of telltale rod A = 1.166 in, settlement of telltale rod
B = 1.141 in. Use the data from tell tale rod A to compute the modulus of elasticity of the pile,
which has been driven from a barge through 20 ft of water, then 31 ft into the underlying soil.
Telltale rods A and B have been embedded at points 30 ft and 59 ft from the top of the pile,
, Telltale rod A is anchored only 1 ft from the mud line (the top of the soil). There is es-
ially no side-friction resistance between the top of the pile and this point, so the force at a
depth of 30 ft is essentially the same as that at the top of the pile.

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