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Problem 23.4. A hook carries a load of 7.5 kNand the load line is at a distance of 20 mm from the inner edge of the section which is trapezoidal. The load line also passes through the centre of curvature of the hook. The dimensions of the central horizontal trapezoidal section are : inner width minimum stresses. Also plot the variation of stress across the section. 30 mm ; outer width = 15 mm ; depth = 30 mm. Calculate the maximum and

Problem 23.4. A hook carries a load of 7.5 kNand the load line is at a distance of 20 mm from the inner edge of the section which is trapezoidal. The load line also passes through the centre of curvature of the hook. The dimensions of the central horizontal trapezoidal section are : inner width minimum stresses. Also plot the variation of stress across the section. 30 mm ; outer width = 15 mm ; depth = 30 mm. Calculate the maximum and

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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Problem 23.4. A hook carries a load of 7.5 kN and the load line is at a distance of 20 mm from the inner edge of the section which is trapezoidal. The load line also passes through the centre of curvature of the hook. The dimensions of the central horizontal trapezoidal section are : inner width = 30 mm ; outer width = 15 mm ; depth = 30 mm. Calculate the maximum and minimum stresses. Also plot the variation of stress across the section. %3D Sol. Given : HE.1000 NT
Transcribed Image Text:Problem 23.4. A hook carries a load of 7.5 kN and the load line is at a distance of 20 mm from the inner edge of the section which is trapezoidal. The load line also passes through the centre of curvature of the hook. The dimensions of the central horizontal trapezoidal section are : inner width = 30 mm ; outer width = 15 mm ; depth = 30 mm. Calculate the maximum and minimum stresses. Also plot the variation of stress across the section. %3D Sol. Given : HE.1000 NT
d = 30– Centre of curvature A iB C BA -d2+d,- 20 mm- Axis of Centroidal R=e curvature A axis Load line A Load line 53.56 + 107.07 N/mm Centroidal axis stribution F0€ = 'g ssens
Transcribed Image Text:d = 30– Centre of curvature A iB C BA -d2+d,- 20 mm- Axis of Centroidal R=e curvature A axis Load line A Load line 53.56 + 107.07 N/mm Centroidal axis stribution F0€ = 'g ssens
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