DIMENSIONS
MATERIAL USED
PROCESS OF MAKING BEAM
TEST SETUP
BEAM DEFORMATION
The images document progressive deflection under incremental loading (0 kg to 76 kg) where it can be observed that the block is taking the load on which the beam is placed and it is under high compression whereas beam is held by strap to restrict it from splitting.
The graph illustrates the relationship between load and deflection, showing a nearly linear increase up to maximum load. Measurement readings confirm a maximum deflection of approximately 10 mm at 76 kg.
ANALYSIS
Minimum, Maximum and Average Value Analysis
- Shear Force (Avg)- 0.485483kN
- Shear Force (Min)- -1.926866kN
- Shear Force (Max)- 1.926866kN
- Bending Moment (Avg)- 0.030503kNm
- Bending Moment (Min)- -0.183812kNm
- Bending Moment (Max)- 0.185077kNm
- Displacement (Min)- 4.745362cm
- Displacement (Max)- 4.745362cm
- Displacement (Avg) -0.136446cm
