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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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