A hollow crank with an outside diameter of 4.8 in. and a wall thickness of 0.21 in. is subjected to the loads shown. The load magnitude are Py = 900 lb and P₂ = 450 lb, and the length dimensions are a = 10 in., b=5 in., and c=4 in. Determine the normal and shear stresse on the outer surface of the pipe at point H and show these stresses on a stress element. Answer: i| P: HK psi ! psi

A hollow crank with an outside diameter of 4.8 in. and a wall thickness of 0.21 in. is subjected to the loads shown. The load magnitude are Py = 900 lb and P₂ = 450 lb, and the length dimensions are a = 10 in., b=5 in., and c=4 in. Determine the normal and shear stresse on the outer surface of the pipe at point H and show these stresses on a stress element. Answer: i| P: HK psi ! psi

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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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

A hollow crank with an outside diameter of 4.8 in. and a wall thickness of 0.21 in. is subjected to the loads shown. The load magnitudes
are Py = 900 lb and P₂ = 450 lb, and the length dimensions are a = 10 in., b = 5 in., and c = 4 in. Determine the normal and shear stresses
on the outer surface of the pipe at point H and show these stresses on a stress element.
a
Answer:
Txy
i
i|
P₂
HK
psi
psi

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