DIRECT SHEAR TEST ON TIMBER SPECIMEN STEP Observation and Result. Width of the Thickness of the failure plane "w (mm) Single Shear Strength (P * 9.81)/A (N/mm2) Area of cross- Failure failure plane section Load P Percentage Error (A=w*d) mm² (Kg) Actual Entered (ww),p, Value Value 50.8 51.14 2597.91 1800 6.8 9.5 -39.71 51.84 50.84 2635.55 2450 9.12 10.2 -11.84 50.5 50.5 2550.25 2400 9.23 7.5 18.74 Average Single Shear Strength =8.38 N/mm2
DIRECT SHEAR TEST ON TIMBER SPECIMEN STEP Observation and Result. Width of the Thickness of the failure plane "w (mm) Single Shear Strength (P * 9.81)/A (N/mm2) Area of cross- Failure failure plane section Load P Percentage Error (A=w*d) mm² (Kg) Actual Entered (ww),p, Value Value 50.8 51.14 2597.91 1800 6.8 9.5 -39.71 51.84 50.84 2635.55 2450 9.12 10.2 -11.84 50.5 50.5 2550.25 2400 9.23 7.5 18.74 Average Single Shear Strength =8.38 N/mm2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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What can you observe with the data below after testing the shear test of wood parallel to the grain? also, what can you conclude with this values in connection with using it as a material in construction? determine the importance of shear test of wood parallel to the grain
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