Results
Deflection per Unit Load (mm/kN) The deflection per unit load in mm/kN is calculated from the slope of the graph as follows. Slope=RiseRun=y2-y1x2-x1=6.4113-1.282260.2-0.04=32.0565kNmm Deflection per unit load=1slope=132.0565=0.031195mmkN
Strain per Unit Load (µƐ/kN)
The strain per unit load in µƐ/kN is calculated from the slope of the graph as follows. For Strain (+) Slope=RiseRun=y2-y1x2-x1=6.4113-1.2822642-7=0.146544kNμε Strain per unit load=1slope=10.146544=6.8239μεkN
For Strain (-)
Slope=RiseRun=y2-y1x2-x1=6.4113-1.28226-48-(-8)=-0.128226kNμε Strain per unit load=1slope=1-0.128226=7.799μεkN
Calculations and Discussion
Stress The stress per unit load in N/mm2/kN is calculated from the strain measurements as follows. Stress per unit load=StressLoad=8.61×106-1.435×1066.4113-1.28226=1.399×106N/mm2kN Stress per unit load=StressLoad=-9.84×106--1.64×1066.4113-1.28226=-1.599×106N/mm2kN
The theoretical value of maximum stress is calculated as follows.
Theoretical maximum stress=MomentElastic Modulus Moment=Load×Distance=1kN×657.5mm=279 kN.mm Theoretical ...