Q. No. 12: A roadway sign that weighs P, = 9 kN is supported by a structural pipe with an outside diameter of 325 mm and a wall thickness of 12.5 mm. Wind pressure on the sign creates a resultant force of P, 21 kN, acting as shown in the Figure. Using length dimensions of a = 5.2 m and b = 6.4 m, analyse using the concepts of stresses under combined loadings to determine (a) the normal and shear stresses at point H. (b) the normal and shear stresses at point K.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Q. No. 12: A roadway sign that weighs P,= 9 kN is supported by a structural pipe with an
outside diameter of 325 mm and a wall thickness of 12.5 mm. Wind pressure on the sign
creates a resultant force of P; = 21 kN, acting as shown in the Figure. Using length
dimensions of a = 5.2 m and b = 6.4 m, analyse using the concepts of stresses under
combined loadings to determine
(a) the normal and shear stresses at point H.
(b) the normal and shear stresses at point K.
P,
HK
Q. No. 13: A 1.25-in.-diameter solid shaft is subjected to an axial force of P = 360 lb, a
vertical force of V = 215 lb, and a concentrated torque of T = 430 lb-in., acting in the
directions shown in the Figure. Assume that L = 4.5 in. Analyze using the concepts of
stresses under combined loadings to determine the normal and shear stresses at (a) point H
and (b) point K.
H
Transcribed Image Text:Q. No. 12: A roadway sign that weighs P,= 9 kN is supported by a structural pipe with an outside diameter of 325 mm and a wall thickness of 12.5 mm. Wind pressure on the sign creates a resultant force of P; = 21 kN, acting as shown in the Figure. Using length dimensions of a = 5.2 m and b = 6.4 m, analyse using the concepts of stresses under combined loadings to determine (a) the normal and shear stresses at point H. (b) the normal and shear stresses at point K. P, HK Q. No. 13: A 1.25-in.-diameter solid shaft is subjected to an axial force of P = 360 lb, a vertical force of V = 215 lb, and a concentrated torque of T = 430 lb-in., acting in the directions shown in the Figure. Assume that L = 4.5 in. Analyze using the concepts of stresses under combined loadings to determine the normal and shear stresses at (a) point H and (b) point K. H
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