Stresses on the Principal Planes 6 the Planes of maximum shearing stress the Planes whose normals are at (+36.8°) and (+126.8°) with x-axis? show the results of Parts a, b and C on complete sketches of differential elements. юompa Ans/ @max = 40 MPa, min=-18 MPa, 0 = +21₁8° 32мра в Tmax=29MPa, Tmin=-29 May @= +66.8° 6x² = 11 MPa, 6y` = 11m Pa © 6 = 36₁1 MPa, I = 14.5 MPa 6² = -14.1 MPa, C²` = -14.5 MPa yo 20MP lompa 20MPa * 32 мра

Stresses on the Principal Planes 6 the Planes of maximum shearing stress the Planes whose normals are at (+36.8°) and (+126.8°) with x-axis? show the results of Parts a, b and C on complete sketches of differential elements. юompa Ans/ @max = 40 MPa, min=-18 MPa, 0 = +21₁8° 32мра в Tmax=29MPa, Tmin=-29 May @= +66.8° 6x² = 11 MPa, 6y` = 11m Pa © 6 = 36₁1 MPa, I = 14.5 MPa 6² = -14.1 MPa, C²` = -14.5 MPa yo 20MP lompa 20MPa * 32 мра

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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