Category :
Precast beam girder that use “T” shape section, “T” shape section causes beam to have greater Iy (Inertia of y Axis) on same cross sectional area, so lateral stability is increased, make erection team more confidence while lifting this product. This PC T Girder can be used on bridge for road or railway.
| Product ID | BC-2.3-0.15 |
| Availability | Prepared by Order |
| Price | Please contact our marketing |
| Width (mm) | 2000 |
| Height (mm) | 150 |
| Length (mm) | 3000 |
| Thickness (mm) | 150 |
| Volume (m3) | |
| Weight (kg) | 2160 |
| Moment Crack (ton.m) | |
| Moment Ultimate (ton.m) | |
| Allowable Axial Load (Ton) | |
| Crack Load (kN/m) | |
| Ultimate Load (kN/m) | |
| Outer Diameter (mm) | |
| Inner Diameter (mm) | |
| Hydrostatic Pressure (MPa) |
Kali Baru
| Owner | PT Waskita Karya (Persero) Tbk |
| Nilai Proyek | 1,996,072,800 |
| Project Year |
| ITEM | SPECIFICATION | REFERENCE | |
| Aggregate | ASTM C33 – 2016 | (Standard Specification Concrete Aggregates) | |
| SNI 8321-2016 | (Concrete Aggregate Specification) | ||
| Cement | SNI 15-2049-2004 | (Portland�s Cement) | |
| Admixture | ASTM C494 – 2016 | (Standard Specification for Chemical Admixture for Concrete) | |
| Concrete | Compressive Strength at : 28 Days : 350 kg/cm2(Cube) ; 30 Mpa (Cylinder) | SNI 2847-2013 | (Structural Concrete Requirement) |
| Reinforced Rebar | BjTS 40 For D ? 13mm | SNI 2052-2014 | (Concrete Reinforcement Steel Bar) |
| BjTP 24 For D < 13mm | SNI 2052-2014 | (Concrete Reinforcement Steel Bar) | |
| Kontak | Eko Bredi Satrio |
| +6281316276005 | |
| area1@waskitaprecast.co.id |
| Kontak | Varian Wishnu Brata |
| +6282311663638 | |
| area2@waskitaprecast.co.id |
| Kontak | Bernadus Kusuma Danu |
| +6281548669966 | |
| area3@waskitaprecast.co.id |
| Kontak | Heru Purnomo |
| +6282261522245 | |
| area4@waskitaprecast.co.id |
Teraskita Building
Jl Letjen MT Haryono Kav. No.10A
Cawang, Kramat Jati, Jakarta Timur
DKI Jakarta 13630
