Perhitungan Pondasi 141224 spun pile XLSX

Title	Perhitungan Pondasi 141224 spun pile
Author	Eleuterius Evans
File Size	1.5 MB
File Type	XLSX
Total Downloads	27
Total Views	205

Summary

Nc Nq Nga 0 5.70 1.00 0.00 1 5.90 1.07 0.01 2 6.10 1.14 0.02 3 6.30 1.22 0.04 4 6.51 1.30 0.06 5 6.74 1.39 0.07 6 6.97 1.49 0.10 7 7.22 1.59 0.13 8 7.47 1.70 0.16 9 7.74 1.82 0.20 10 8.02 1.94 0.24 11 8.32 2.08 0.30 12 8.63 2.22 0.35 13 8.96 2.38 0.42 14 9.31 2.55 0.48 15 9.67 2.73 0.57 16 10.06 2.9...

Description

PILE LATERAL AND MOMENT CAPACITY DESIGN PILE LATERAL CAPACITY CALCULATION ( Reese and Matlock Method ) Where: y = Allowable Deflection (cm) Ay = Lateral Coefficient By = Lateral Coefficient H = Pile Lateral Capacity (ton) M = Pile Moment Capacity (ton.m) T = ηh = Variance Modulus (kg/cm3) E = Modulus of elasticity of pile (kg/cm2) I = Moment of Inertia of the pile (cm4) Data: D Pile Type fc' E I ηh T y Ay (cm) (kg/cm2) (kg/cm2) (cm4) (kg/cm3) (cm) (cm) 25 spun 500 332340.2 16689.71 4 67.3588 0.6 2.435 30 spun 500 332340.2 34607.78 4 77.93622 0.6 2.435 35 spun 500 332340.2 62162.74 4 87.62148 0.6 2.435 40 spun 500 332340.2 106488.9 4 97.58105 0.6 2.435 45 spun 500 332340.2 166570.4 4 106.7147 0.6 2.435 50 spun 500 332340.2 255324.3 4 116.2313 0.6 2.435 60 spun 500 332340.2 510508.8 4 133.5074 0.6 2.435 5 h E I...