H.W.1: A steel pipe with an outside diameter of 4.500 in. and an inside diameter of 4.026 in. supports the loadings shown in Figure Determine (a) the normal and shear stresses on the top of the pipe at point H. (b) the principal stresses and the magnitude of the maximum in-plane shear stress at point H, and show the orientation of these stresses on an appropriate sketch.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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H.W.1: A steel pipe with an outside diameter of 4.500 in. and an
inside diameter of 4.026 in. supports the loadings shown in Figure
Determine
(a) the normal and shear stresses on the top of the pipe at point H.
(b) the principal stresses and the magnitude of the maximum
in-plane shear stress at point H, and show the orientation of
these stresses on an appropriate sketch.
H.W.2: A steel pipe with an outside diameter of 4.500 in. and
an inside diameter of 4.026 in. supports the loadings shown in
Figure
(a) the normal and shear stresses on the side of the pipe at point K.
(b) the principal stresses and the magnitude of the maximum
in-plane shear stress at point K, and show the orientation of
these stresses on an appropriate sketch.
H
3,700 lb-ft
2,300 lb
15 in.
4,200 Ib
9 in.
FIGURE
1,700 lb
Transcribed Image Text:H.W.1: A steel pipe with an outside diameter of 4.500 in. and an inside diameter of 4.026 in. supports the loadings shown in Figure Determine (a) the normal and shear stresses on the top of the pipe at point H. (b) the principal stresses and the magnitude of the maximum in-plane shear stress at point H, and show the orientation of these stresses on an appropriate sketch. H.W.2: A steel pipe with an outside diameter of 4.500 in. and an inside diameter of 4.026 in. supports the loadings shown in Figure (a) the normal and shear stresses on the side of the pipe at point K. (b) the principal stresses and the magnitude of the maximum in-plane shear stress at point K, and show the orientation of these stresses on an appropriate sketch. H 3,700 lb-ft 2,300 lb 15 in. 4,200 Ib 9 in. FIGURE 1,700 lb
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