7.3-13 A shear wall in a reinforced concrete build- ing is subjected to a vertical uniform load of inten- sity q and a horizontal force H, as shown in the first part of the figure. (The force H represents the effects of wind and earthquake loads.) As a consequence of these loads, the stresses at point A on the surface of the wall have the values shown in the second part of the figure (compressive stress equal to 8 MPa and shear stress equal to 3 MPa). (a) Determine the principal stresses and show them on a sketch of a properly oriented element. (b) Determine the maximum shear stresses and associated normal stresses and show them on a sketch of a properly oriented element. |8 MPa H з МРа A PROBLEM 7.3-13

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter7: Analysis Of Stress And Strain
Section: Chapter Questions
Problem 7.3.13P: A shear wall in a reinforced concrete building is subjected to a vertical uniform load of intensity...
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7.3-13 A shear wall in a reinforced concrete build-
ing is subjected to a vertical uniform load of inten-
sity q and a horizontal force H, as shown in the first
part of the figure. (The force H represents the effects
of wind and earthquake loads.) As a consequence of
these loads, the stresses at point A on the surface of
the wall have the values shown in the second part
of the figure (compressive stress equal to 8 MPa and
shear stress equal to 3 MPa).
(a) Determine the principal stresses and show them
on a sketch of a properly oriented element.
(b) Determine the maximum shear stresses and
associated normal stresses and show them on a
sketch of a properly oriented element.
|8 MPa
H
з МРа
A
PROBLEM 7.3-13
Transcribed Image Text:7.3-13 A shear wall in a reinforced concrete build- ing is subjected to a vertical uniform load of inten- sity q and a horizontal force H, as shown in the first part of the figure. (The force H represents the effects of wind and earthquake loads.) As a consequence of these loads, the stresses at point A on the surface of the wall have the values shown in the second part of the figure (compressive stress equal to 8 MPa and shear stress equal to 3 MPa). (a) Determine the principal stresses and show them on a sketch of a properly oriented element. (b) Determine the maximum shear stresses and associated normal stresses and show them on a sketch of a properly oriented element. |8 MPa H з МРа A PROBLEM 7.3-13
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