Deck 11: Analysis of Stress and Strain
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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
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) 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
C
4


(A) 0.8
(B) 1.5
(C) 2.1
(D) 2.9
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