Ʈallow (MPa)=95 Ø(rad)=0.015 a (mm)=80 d (mm)=40 - ) Segments AB and BC of the shaft have circular and square cross sections,respectively. The shaft is made from steel with an allowable shear stress of tallow, and anangle of twist at end A which is not allowed to exceed . Determine the maximum allowabletorque T that can be applied at end A. The shaft is fixed at C. G= 75 GPa.Shape ofcross sectionSquare600 mm7.10 TLa'G4.81600 mmEquilateral triangleaB.Ellipse27BTLmab

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Engineering

Civil Engineering

Ʈallow (MPa)=95 Ø(rad)=0.015 a (mm)=80 d (mm)=40

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

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.

Question

Ʈallow (MPa)=95 Ø(rad)=0.015 a (mm)=80 d (mm)=40

- ) Segments AB and BC of the shaft have circular and square cross sections,
respectively. The shaft is made from steel with an allowable shear stress of tallow, and an
angle of twist at end A which is not allowed to exceed . Determine the maximum allowable
torque T that can be applied at end A. The shaft is fixed at C. G= 75 GPa.
Shape of
cross section
Square
600 mm
7.10 TL
a'G
4.81
600 mm
Equilateral triangle
a
B.
Ellipse
27
BTL
mab

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