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A. In the figure below, the geology sign convention is used. Note: os is the shear stress 1. In Geology, tensile stresses are a. positive b. negative 2. The compressive confining pressures ơi shown below are a. negative b. positive 3. The sample fails when tension reaches а. σ1- σs b. 03 = To %3D 4. In this experiment, o 3 a. is constant b. varies To +os tensile/compressive strength test 03 = -10 MPа -ON +ON 01 is the constant confining pressure on for the circles represent increasing differential stress and the tensile strength

A. In the figure below, the geology sign convention is used. Note: os is the shear stress 1. In Geology, tensile stresses are a. positive b. negative 2. The compressive confining pressures ơi shown below are a. negative b. positive 3. The sample fails when tension reaches а. σ1- σs b. 03 = To %3D 4. In this experiment, o 3 a. is constant b. varies To +os tensile/compressive strength test 03 = -10 MPа -ON +ON 01 is the constant confining pressure on for the circles represent increasing differential stress and the tensile strength

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please help me answer Structural Geology

A. In the figure below, the geology sign convention is used. Note: os is the shear stress 1. In Geology, tensile stresses are a. positive b. negative 2. The compressive confining pressures o1shown below are a. negative b. positive 3. The sample fails when tension reaches a. 01 = s b. 03 = To 4. In this experiment, o 3 a. is constant b. varies To +os tensile/compressive strength test 03 = -10 MPа -ON +ON 01 is the constant confining pressure on for the circles represent increasing differential stress and the Figure 1 tensile strength
Transcribed Image Text:A. In the figure below, the geology sign convention is used. Note: os is the shear stress 1. In Geology, tensile stresses are a. positive b. negative 2. The compressive confining pressures o1shown below are a. negative b. positive 3. The sample fails when tension reaches a. 01 = s b. 03 = To 4. In this experiment, o 3 a. is constant b. varies To +os tensile/compressive strength test 03 = -10 MPа -ON +ON 01 is the constant confining pressure on for the circles represent increasing differential stress and the Figure 1 tensile strength
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