Five samples (with h = 2b)%3Dwere obtained from a siteand then tested in thelaboratory showed RQD of80%. If the lowest uniaxialcompressive value is 125kg/cm2; therefore theallowable bearing capacityfor the site is:o a. 20 kg/cm2b. 25 kg/cm2c. 3 kg/cm2d. 4.5 kg/cm2 A reinforced concrete pilewith a square cross-section(0.3m x 0.3m) and a lengthof 18m. If this pile was carriedout inside a sand layer with aunit weight of 19 kN/m3. If Nq25; the (point pilecapacity) for this pile isapproximately:%3DO a. 770 kNb. 711 kNO C. 641.2 kNd. 670 kN

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Five samples (with h = 2b) were obtained from a site and then tested in the laboratory showed RQD of 80%. If the lowest uniaxial compressive value is 125 kg/cm2; therefore the allowable bearing capacity for the site is: a. 20 kg/cm2 b. 25 kg/cm2 c. 3 kg/cm2 o d. 4.5 kg/cm2

Five samples (with h = 2b) were obtained from a site and then tested in the laboratory showed RQD of 80%. If the lowest uniaxial compressive value is 125 kg/cm2; therefore the allowable bearing capacity for the site is: a. 20 kg/cm2 b. 25 kg/cm2 c. 3 kg/cm2 o d. 4.5 kg/cm2

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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