## Strength of Materials |

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Page 553

However, with respect to a new set of

counterclockwise from the original set of

The new coordinates of dA are x' = y and y' = —x, so that with respect to the new ...

However, with respect to a new set of

**axes**, marked X' and Y' and rotated 90°counterclockwise from the original set of

**axes**, the area is in the fourth quadrant.The new coordinates of dA are x' = y and y' = —x, so that with respect to the new ...

Page 561

This construction will give a visual representation of all the possible values of /

and P with respeoi to all

choose one

...

This construction will give a visual representation of all the possible values of /

and P with respeoi to all

**axes**passing ... On a set of rectangular coordinate**axes**,choose one

**axis**on which to plot numerical values of moments of inertia, and the...

Page 563

Principal

coordinates indicate maximum and minimum moments of inertia are located on

the I

...

Principal

**Axes**An inspection of Mohr's circle will show that the points whosecoordinates indicate maximum and minimum moments of inertia are located on

the I

**axis**and have a zero product of inertia. Conversely,**axes**which have a zero...

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acting actual allowable angle applied assumed axes axis beam shown bending bending moment cantilever carries caused centroid circle CN CN column compressive compressive stress compute concentrated consider constant couple cross section deflection deformation Determine developed diameter direction distance distributed distributed load effect elastic curve element equal equation equivalent expressed flange flexural stress force formula ft-lb given gives Hence horizontal ILLUSTRATIVE inertia lb/ft length limit load loaded as shown material maximum method midspan moments negative neutral axis obtain occurs plane plate positive Prob PROBLEMS produce reaction reference relation resisting respect restrained resultant rivet segment shear diagram shearing stress shown in Fig shows simply supported slope Solution Solve span steel strain strength supported Table tangent tensile thickness varies vertical wall weight weld yield zero