A reinforced concrete pile weighing 30 kN is driven by a drop hammer weighing 40 kN and having an effective fall of 0.8 m. The average set per blow is 1.4 cm. The total temporary elastic compression is 1.8 cm. Assuming the co-efficient of restitution as 0.25 and a factor of safety 2, determine the ultimate bearing capacity and the allowable load for the pile using Hiley's formula.

A reinforced concrete pile weighing 30 kN is driven by a drop hammer weighing 40 kN and having an effective fall of 0.8 m. The average set per blow is 1.4 cm. The total temporary elastic compression is 1.8 cm. Assuming the co-efficient of restitution as 0.25 and a factor of safety 2, determine the ultimate bearing capacity and the allowable load for the pile using Hiley's formula.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Use single span beam. Show solution
Number of half joints (J2)?
Plz,solve this problem one by one using Flexibility Method and show all the steps also draw SFD and BMD. Structural Analysis-2
Compression Member Analysis and Design 1
Gove a description of each of the structures fixed support and frame machine
Shearing Strength
Triangular wedges stresses.
Arch:: structural analysis
aljall dalla E What is the name of the joint shown below? hp
t 4#9 1) fé= 5000 psi r Grade 60 steel; 4 #9 Rebars, 5-9" t 4#9 NWC, 5-9" L = 25 ft & Mn = ? 4#9 14" $ 21" #3" Simple span 39
Solve for joint @ A & C / AC
please help me solve the joints for this problem above.