Conducting strength tests like Triaxial, CBR, and Unconfined Compression
Measurement Range
0 - 100 kN
Voltage
220V Volt (v)
Capacity
100 kN Kg
Application
Civil Engineering Labs, Research Facilities
Product Type
Geotechnical Testing Machine / Universal Tester
Feature
Durable construction easy operation
Material
Steel, Electric Motor
Warranty
1 Year
Frequency
50 Hz Hertz (HZ)
Color
Select (Typically Blue/Grey Steel)
Operate Method
Strain Control: The motor drives the lower platen upwards at a pre-set speed, causing the specimen to compress at a controlled strain rate against a fixed load sensor (Proving Ring/Load Cell)
Accuracy
1% %
Core Components
Frame Load Cell Motor
Equipment Materials
High-Grade steel
Type
Universal Load Frame
Display Type
Analog
Dimension (L*W*H)
800 x 600 x 1500 mm Millimeter (mm)
Weight
Approx. 120 kg Kilograms (kg)
About Load Frame
Load Frame
Load frames are used to apply load on the test specimen. The capacity and speed depends on the requirement of a particular test. Load frames are used in C.B.R. triaxial, unconfined compression test etc.
FAQs of Load Frame:
Q: What is the measurement range of the Load Frame (LF-100)?
A: The Load Frame (LF-100) has a measurement range of 0 - 100 kN.
Q: What is the warranty period for the Load Frame (LF-100)?
A: The Load Frame (LF-100) comes with a 1-year warranty.
Q: What are the core components of the Load Frame (LF-100)?
A: The core components of the Load Frame (LF-100) include Frame, Load Cell, and Motor.
Q: What type of material is used for the construction of the Load Frame (LF-100)?
A: The Load Frame (LF-100) is constructed using high-grade steel material for durability.
Q: What is the accuracy of the Load Frame (LF-100)?
A: The Load Frame (LF-100) offers an accuracy of 1%.
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Operate Method : Mechanical Oscillation: The cylinder is clamped into the carriage; the timer is set (typically 45 seconds), and the machine shakes the sample at the precise prescribed rate
Accuracy : Consistent Reproducibility as per Standards %
Operate Method : MethodStress Control: The specimen is saturated, consolidated under $\sigma_3$, and then sheared by increasing the axial stress $\Delta\sigma$ at a constant strain rate while monitoring pressures and volume changes
Operate Method : Strain Control: The motor drives the lower platen upwards at a constant speed, compressing the unconfined soil specimen; load and deformation are recorded until failure occurs