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

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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
DIRECT SHEAR TEST ON TIMBER SPECIMEN
STEP O 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 plane
'd'(mm)
Failure
Load P
Percentage
Error
section
(A=w*d) mm²
(Kg)
Actual
Entered
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
Transcribed Image Text:DIRECT SHEAR TEST ON TIMBER SPECIMEN STEP O 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 plane 'd'(mm) Failure Load P Percentage Error section (A=w*d) mm² (Kg) Actual Entered 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
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