Perhitungan Kalendering Tiang Pancang Xls New! Jun 2026

A professional XLS template should contain the following sheets (tabs):

R=ef⋅W⋅HS+K2⋅(W+n2⋅PW+P)cap R equals the fraction with numerator e f center dot cap W center dot cap H and denominator cap S plus the fraction with numerator cap K and denominator 2 end-fraction end-fraction center dot open paren the fraction with numerator cap W plus n squared center dot cap P and denominator cap W plus cap P end-fraction close paren

Memahami sangat penting bagi para praktisi sipil untuk memastikan pondasi bangunan memiliki daya dukung yang sesuai standar keamanan. Kalendering merupakan metode verifikasi lapangan yang dilakukan saat proses pemancangan hampir selesai guna mengukur penetrasi dan pantulan tiang. perhitungan kalendering tiang pancang xls

| Blow Count (N) | Penetration (mm) | Cumulative Depth (m) | Set per blow (S = mm/N) | |----------------|------------------|----------------------|--------------------------| | 10 | 28 | 0.028 | 2.8 | | 10 | 24 | 0.052 | 2.4 | | 10 | 17 | 0.069 | 1.7 | | ... (Final 10 blows) | | | Final set (e.g., 1.5 mm) |

cap Q sub u equals the fraction with numerator cap W center dot cap H center dot eta and denominator cap S plus the fraction with numerator cap K and denominator 2 end-fraction end-fraction center dot the fraction with numerator cap W plus open paren n squared center dot cap W sub p close paren and denominator cap W plus cap W sub p end-fraction Keterangan Variabel: cap Q sub u : Kapasitas daya dukung batas (Ultimate Capacity). : Berat ram/palu (Hammer Weight). : Tinggi jatuh ram (Drop Height). A professional XLS template should contain the following

Where:

Terdapat beberapa formula yang umum digunakan dalam lembar kerja XLS, namun adalah yang paling populer karena akurasinya dalam mempertimbangkan efisiensi alat dan berat tiang. 1. Rumus Hiley (Final 10 blows) | | | Final set (e

Rebound (C) is often estimated or taken as 10 mm for concrete piles with plywood cushion. Never assume zero rebound.

– Turn cells red if R_allow < required design load.

For final working load: [ R_allow = \fracR_uSF \quad (\textSF = 2.5 \text to 3.0) ]