## Strength of materials |

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Page 123

midway between that load and the

this rule we locate the position of each load when the moment at that load is a

maximum, and compute the value of each such maximum moment. The

maximum ...

midway between that load and the

**resultant**of all loads then on the span. Withthis rule we locate the position of each load when the moment at that load is a

maximum, and compute the value of each such maximum moment. The

maximum ...

Page 314

9-lc), the

effects. Thus, the

dA and S/dA. Dividing this by the area dA gives the

9-lc), the

**resultant**stress at A is equal to the superposition of the two separateeffects. Thus, the

**resultant**force at A is the vector sum of the collinear forces SadA and S/dA. Dividing this by the area dA gives the

**resultant**stress <S = Sa + S/ ...Page 341

Determine the torque and hp that can also act simultaneously on the shaft without

exceeding a

SH = 16,000 psi. Solution: The bending moment produces a maximum flexural ...

Determine the torque and hp that can also act simultaneously on the shaft without

exceeding a

**resultant**shearing stress S, = 12,000 psi or a**resultant**normal stressSH = 16,000 psi. Solution: The bending moment produces a maximum flexural ...

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allowable stresses aluminum angle assumed axes axial load beam in Fig beam loaded beam shown bending bolt cantilever beam caused centroid CN CN column compressive stress Compute the maximum concentrated load concrete cover plate cross section deformation Determine the maximum diameter elastic curve end moments equal equivalent Euler's formula factor of safety fibers flange flexure formula free-body diagram ft long ft-lb Hence hinged Hooke's law horizontal ILLUSTRATIVE PROBLEMS lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan midspan deflection modulus Mohr's circle moments of inertia neutral axis obtain plane plastic positive product of inertia proportional limit radius ratio reaction Repeat Prob resisting restrained beam resultant segment shaft shear center shear diagram shearing force shown in Fig Solution Solve Prob span static steel strain tensile stress thickness torque torsional uniformly distributed load vertical shear weld zero