HW2 - Classification of Rocks The following data have been collected from uni-axial load test for rock specimen with diameter and height of 5 cm and 10 cm, respectively. Load (kg) 1050 1680 3070 5850 3340 2760 2710 2680 Strain 0.03 0.05 0.09 0.14 0.19 0.25 0.29 0.34 1- Calculate out (kg/cm) 2- Find Modulus of initial tangent 3- Classify the rock according to its strength and modulus of elasticity.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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HW?2 - Classification of Rocks The following data have been collected from uni-axial load test for rock specimen with diameter and height of § cm and 10 cm, respectively. [Load (kg) | 1050 | 1680 | 3070 | 5850 | 3340 | 2760 | 2710 | 2680 Strain | 003 | 005 | 0.09 | 014 | 019 | 025 | 029 | 034 1- Calculate 0y (kg/em®) 2- Find Modulus of initial tangent 3- Classify the rock according to its strength and modulus of elasticity.
HW2 - Classification of Rocks
The following data have been collected from uni-axial load test for rock
specimen with diameter and height of 5 em and 10 cm, respectively.
Load
(kg)
1050 1680 3070 5850 3340 2760 2710 2680
Strain 0.03
0.05
0.09
0.14
0.19
0.25
0.29
0.34
1- Calculate oat (kg/cm)
2- Find Modulus of initial tangent
3- Classify the rock according to its strength and modulus of
elasticity.
Transcribed Image Text:HW2 - Classification of Rocks The following data have been collected from uni-axial load test for rock specimen with diameter and height of 5 em and 10 cm, respectively. Load (kg) 1050 1680 3070 5850 3340 2760 2710 2680 Strain 0.03 0.05 0.09 0.14 0.19 0.25 0.29 0.34 1- Calculate oat (kg/cm) 2- Find Modulus of initial tangent 3- Classify the rock according to its strength and modulus of elasticity.
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