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For the beam illustrated in the figure, with a T-shape cross-section shown on the right, (a) complete the shear (a = ?) and bending moment diagrams and label properly at the point of interest E on the cross section, determine the magnitudes of (b) tensile and compressive bending stresses and (b) maximum transverse shear stress due to (i. e.at point E, (o,)tensile =?, (0,)compressive =?, (ty)max =?). I is 8.5 in“. V 300 Ibf in 3 in 1800 Ibf ỹ = 1.5 in I in A 10 in 8 30 in R-6900 lbf |R2 = 3900 lbf 2.5 in 3 in V (lbf) | 5100 I in

For the beam illustrated in the figure, with a T-shape cross-section shown on the right, (a) complete the shear (a = ?) and bending moment diagrams and label properly at the point of interest E on the cross section, determine the magnitudes of (b) tensile and compressive bending stresses and (b) maximum transverse shear stress due to (i. e.at point E, (o,)tensile =?, (0,)compressive =?, (ty)max =?). I is 8.5 in“. V 300 Ibf in 3 in 1800 Ibf ỹ = 1.5 in I in A 10 in 8 30 in R-6900 lbf |R2 = 3900 lbf 2.5 in 3 in V (lbf) | 5100 I in

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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| For the beam illustrated in the figure, with a T-shape cross-section shown on the right, (a) complete the shear (a = ?) and bending moment diagrams and label properly at the point of interest E on the cross section, determine the magnitudes of (b) tensile and compressive bending stresses and (b) maximum transverse shear stress due to V (i. e.at point E, (02)tensile =?, (0z)compressive =?, (Ty)max =?). I is 8.5 in“. 300 Ibf in 3 in 1800 lbf ỹ = 1.5 in I in N. A. A 10 in 8 30 in |R,= 6900 Ibf |R2 = 3900 lbf 2.5 in 3 in V (Ibf | 5100 I in -1800 -3900 M (lbf.in)| x (in)
Transcribed Image Text:| For the beam illustrated in the figure, with a T-shape cross-section shown on the right, (a) complete the shear (a = ?) and bending moment diagrams and label properly at the point of interest E on the cross section, determine the magnitudes of (b) tensile and compressive bending stresses and (b) maximum transverse shear stress due to V (i. e.at point E, (02)tensile =?, (0z)compressive =?, (Ty)max =?). I is 8.5 in“. 300 Ibf in 3 in 1800 lbf ỹ = 1.5 in I in N. A. A 10 in 8 30 in |R,= 6900 Ibf |R2 = 3900 lbf 2.5 in 3 in V (Ibf | 5100 I in -1800 -3900 M (lbf.in)| x (in)
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