Balancing the sums of the forces in the primedcoordinate system yields two equations:0x = 0x cos² +σy sin² 0 + Txy (2 sin 0 cos 0)Tx'y' = (σy — σx) sin 0 cos 0 + Txy (cos² 0 – sin² 0)-Using the trigonometric identitiesFigureOy-6 of 6Part D - Clockwise Rotation of a Stress Element with No Shear StressThe state of stress at a point in a member is shown on the rectangular stress element in (Figure 6) where themagnitudes of the stresses are |σx | = 29 ksi and |σy| = 26 ksi.Determine the state of stress on an element rotated such that the +x' axis is 20° below the -x axis of the originalstress element.Express your answers, separated by commas, to three significant figures.▸ View Available Hint(s)σ =σy, Tx'y' =SubmitΜΕ ΑΣΦ↓↑vec?ksi, ksi, ksi

Step 1: Step 2: Step 3: Step 4:

Answered: Balancing the sums of the forces in the…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

SOLVE STEP BY STEP IN DIGITAL FORMAT Determine by the method of nodes the forces at which all the members of the following truss work. A B 15 kN 4 m 3, 10 kN 2 m 4 m
Please draw Mohr Cycle clearly compression is positive Tension is negative clockwise is negative and counterclockwise is positive
All stress planes pass through the Pole point under the graphical setup of Mohr's Circle. True It depends False
Using Mohr's circle, determine the stresses acting on an oriented element An Angle Θ from the x-axis, show those stresses on an element oriented at that Angle Θ Θ = positive (+) when rotated counterclockwise Θ = negative (-) clockwise. Also determine the principal normal stresses and the maximum shear stress, and draw an element with the orientation of these. data to use σx= 33 MPa σy= - 9 MPa τxy= 29 MPa Θ=35°
Note: careful with given dimensions. Give me right solution with clear calculations step by step. Don't copy from other experts solution
1)
Elementary beam theory predicts that the axial bending stress ox in a prismatic beam is given by: ox = (M.I,M,L)y+(M,I.-M.I.) (1,1₂-13/2) where My and M₂ are bending moments applied to a cross-section, and where ly, lz and lyz are second moments of area in the usual notation (Oxyz is a Cartesian coordinate system in which the x axis corresponds to the centroidal axis of the beam). (iii) A Z--section beam has the cross-section shown overleaf (see Figure QB2). The second moments of area of the section about the y and z axes are given as;; ly = 1.12x106mm² and I₂ = 2.87x106 mm4. Show that lyz = 1.35x106 mm² (use the parallel axis theorem). 100 60 10 y -10 10 60 Figure QB2 N (iv) Bending moments Mz = 2.0 kNm and My = 0 kNm act on a cross- -section of the beam of part (iii). Obtain an expression for the bending stress and sketch the orientation of the neutral axis with reference to the y and z axes. What is the maximum tensile value of the axial bending stress and where does it occur?
A symmetrical beam of length 300 mm is loaded with a force of 414 N downwards (positive z) and has the following equation for the vertical displacement: F w (x) = E, ( - +4) %3D Ely 8. The value of E is 200,000 Nmm 2 and the values of ly is 20 x 106 mm4 The maximum value of z for the beam cross section is 20 mm What is the maximum tensile stress in the beam at the point when x = 86 mm? Express your answer in Nmm2, as a number to 2 dp, without the units.
Please don't provide handwritten solution..
Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A simple beam AB supports two concentrated loads P at the positions shown in the figure. B C 4. 4 A support C at the midpoint of the beam is positioned at distance d below the beam before the loads are applied. Assuming that d = 12 mm, L = 5.4 m, E = 200 GPa, and I = 193 x 10° mm, calculate the magnitude of the loads P (in kN) so that the beam just touches the support at C. 163.87 x kN
Please read instructions carefully !!!
1) a Compressor with a diameter of 0,65 metres and a thickness (t)= 4mm Sigmax= 42 MPA and Sigmay=84MPA Calculate: The pressure P and Maximum In-Plane Shear Stress Tmaxvlak in MPA 2) an element has undergoing a rotation of Theta= 30 degrees Sigmax= 75 MPA and sigma y= 55 MPA. Calculate X', Y' and Txy" in MPA 3) A uniform Beam with a lenght of 2 metres to a-a and forces N=12kn and V=4kn. Calculate the main stresses sigma1 and sigma 2 [in MPA] 4) an element with the given stresses: Sigmax=75 MPA and Sigmay= 55 MPA Calculate the Absolute maximum shear stress in MPA )Tabsmax)

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS