## Strength of materials |

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Page 151

Maximum Shearing Force. If all three loads are on the span, the

is 3 m from R2 when C is over R2; it is 5 m from R, when A is over R1. Evidently

the maximum reaction, and consequently the maximum shearing force, is at R2, ...

Maximum Shearing Force. If all three loads are on the span, the

**resultant**load Ris 3 m from R2 when C is over R2; it is 5 m from R, when A is over R1. Evidently

the maximum reaction, and consequently the maximum shearing force, is at R2, ...

Page 359

Their magnitude is ca = P/A; they are tensile and directed normal to the cross

section. The force exerted on the element at A is aa dA. If both loads act

simultaneously on the beam (Fig. 9-lc), the

superposition ...

Their magnitude is ca = P/A; they are tensile and directed normal to the cross

section. The force exerted on the element at A is aa dA. If both loads act

simultaneously on the beam (Fig. 9-lc), the

**resultant**stress at A is equal to thesuperposition ...

Page 541

13-25a, and the

flange forces is 2H acting through the centroid of the section. Combining this

section.

13-25a, and the

**resultant**shear forces in Fig. 13-25b. The**resultant**of the twoflange forces is 2H acting through the centroid of the section. Combining this

**resultant**with the shear force in the web gives the**resultant**shear force R in thesection.

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### Common terms and phrases

allowable stresses aluminum angle applied load area-moment method assumed axial load beam in Fig beam loaded beam shown bolt bronze cantilever beam caused centroid column compressive stress concentrated load continuous beam cross section deﬂection deformation Determine the maximum diameter elastic curve element end moments equal equilibrium equivalent exploratory section factor of safety fibers ﬂexural flexural stress Flgure free-body diagram Hence horizontal ILLUSTRATIVE PROBLEMS kN-m kN/m length loaded as shown maximum shearing stress maximum stress midspan midspan deﬂection Mohr’s circle neutral axis normal stress obtain plane positive principal stresses proportional limit radius reaction resisting restrained beam resultant rivet segment shaft shear center shear diagram shearing force shearing strain shown in Fig simply supported beam slope Solution span static equilibrium statically indeterminate steel strain tangent drawn tensile stress three-moment equation torque torsional uniformly distributed load value of E18 vertical shear weld