Deck 11: Analysis of Stress and Strain

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A rectangular plate (a 5 120 mm, b 5 160 mm) is subjected to compressive stress A rectangular plate (a 5 120 mm, b 5 160 mm) is subjected to compressive stress   tensile stress   15 MPa. The ratio of the normal stress acting perpendicular to the weld to the shear stress acting along the weld is approximately:   (A) 0.27 (B) 0.54 (C) 0.85 (D) 1.22<div style=padding-top: 35px> tensile stress A rectangular plate (a 5 120 mm, b 5 160 mm) is subjected to compressive stress   tensile stress   15 MPa. The ratio of the normal stress acting perpendicular to the weld to the shear stress acting along the weld is approximately:   (A) 0.27 (B) 0.54 (C) 0.85 (D) 1.22<div style=padding-top: 35px> 15 MPa. The ratio of the normal stress acting perpendicular to the weld to the shear stress acting along the weld is approximately:
A rectangular plate (a 5 120 mm, b 5 160 mm) is subjected to compressive stress   tensile stress   15 MPa. The ratio of the normal stress acting perpendicular to the weld to the shear stress acting along the weld is approximately:   (A) 0.27 (B) 0.54 (C) 0.85 (D) 1.22<div style=padding-top: 35px>
(A) 0.27
(B) 0.54
(C) 0.85
(D) 1.22
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A simply supported beam (L 5 4.5 m) with rectangular cross section (b 5 95 mm, h 5 280 mm) supports A simply supported beam (L 5 4.5 m) with rectangular cross section (b 5 95 mm, h 5 280 mm) supports     (A) 9 (B) 17 (C) 31 (D) 41<div style=padding-top: 35px> A simply supported beam (L 5 4.5 m) with rectangular cross section (b 5 95 mm, h 5 280 mm) supports     (A) 9 (B) 17 (C) 31 (D) 41<div style=padding-top: 35px>
(A) 9
(B) 17
(C) 31
(D) 41
Question
      (A) 5 (B) 12 (C) 18 (D) 25<div style=padding-top: 35px>       (A) 5 (B) 12 (C) 18 (D) 25<div style=padding-top: 35px>       (A) 5 (B) 12 (C) 18 (D) 25<div style=padding-top: 35px>
(A) 5
(B) 12
(C) 18
(D) 25
Question
    (A) 0.8 (B) 1.5 (C) 2.1 (D) 2.9<div style=padding-top: 35px>     (A) 0.8 (B) 1.5 (C) 2.1 (D) 2.9<div style=padding-top: 35px>
(A) 0.8
(B) 1.5
(C) 2.1
(D) 2.9
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Deck 11: Analysis of Stress and Strain
1
A rectangular plate (a 5 120 mm, b 5 160 mm) is subjected to compressive stress A rectangular plate (a 5 120 mm, b 5 160 mm) is subjected to compressive stress   tensile stress   15 MPa. The ratio of the normal stress acting perpendicular to the weld to the shear stress acting along the weld is approximately:   (A) 0.27 (B) 0.54 (C) 0.85 (D) 1.22 tensile stress A rectangular plate (a 5 120 mm, b 5 160 mm) is subjected to compressive stress   tensile stress   15 MPa. The ratio of the normal stress acting perpendicular to the weld to the shear stress acting along the weld is approximately:   (A) 0.27 (B) 0.54 (C) 0.85 (D) 1.22 15 MPa. The ratio of the normal stress acting perpendicular to the weld to the shear stress acting along the weld is approximately:
A rectangular plate (a 5 120 mm, b 5 160 mm) is subjected to compressive stress   tensile stress   15 MPa. The ratio of the normal stress acting perpendicular to the weld to the shear stress acting along the weld is approximately:   (A) 0.27 (B) 0.54 (C) 0.85 (D) 1.22
(A) 0.27
(B) 0.54
(C) 0.85
(D) 1.22
C
2
A simply supported beam (L 5 4.5 m) with rectangular cross section (b 5 95 mm, h 5 280 mm) supports A simply supported beam (L 5 4.5 m) with rectangular cross section (b 5 95 mm, h 5 280 mm) supports     (A) 9 (B) 17 (C) 31 (D) 41 A simply supported beam (L 5 4.5 m) with rectangular cross section (b 5 95 mm, h 5 280 mm) supports     (A) 9 (B) 17 (C) 31 (D) 41
(A) 9
(B) 17
(C) 31
(D) 41
D
3
      (A) 5 (B) 12 (C) 18 (D) 25       (A) 5 (B) 12 (C) 18 (D) 25       (A) 5 (B) 12 (C) 18 (D) 25
(A) 5
(B) 12
(C) 18
(D) 25
C
4
    (A) 0.8 (B) 1.5 (C) 2.1 (D) 2.9     (A) 0.8 (B) 1.5 (C) 2.1 (D) 2.9
(A) 0.8
(B) 1.5
(C) 2.1
(D) 2.9
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