## Strength of materials |

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Page 137

An interesting analysis, similar to that we shall use later in analyzing reinforced

concrete beams (Art. 10-4), is to consider the variation in flexure stress over a

summation of ...

An interesting analysis, similar to that we shall use later in analyzing reinforced

concrete beams (Art. 10-4), is to consider the variation in flexure stress over a

**rectangular**cross section, as shown in Fig. 5-3. Because the horizontalsummation of ...

Page 143

526, if the load on the overhang is 600 lb/ft and the overhang is x ft long, find the

maximum values of P and x that can be used simultaneously. 5-3 ECONOMIC

SECTIONS In a beam having a

near ...

526, if the load on the overhang is 600 lb/ft and the overhang is x ft long, find the

maximum values of P and x that can be used simultaneously. 5-3 ECONOMIC

SECTIONS In a beam having a

**rectangular**or circular cross section, the fibersnear ...

Page 164

Application to

at a distance y from the neutral axis, we have ^-^(H]H(H] Figure 5-25 Shearing ...

Application to

**Rectangular**Section The distribution of shearing stresses in a**rectangular**section can be obtained by applying Eq. (5-4) to Fig. 5-25. For a layerat a distance y from the neutral axis, we have ^-^(H]H(H] Figure 5-25 Shearing ...

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### Common terms and phrases

allowable stresses aluminum angle area-moment assumed axes axial load beam in Fig beam loaded beam shown bending bolts cantilever beam caused centroid column components compressive stress Compute the maximum concentrated load connector cross section deformations Determine the maximum diameter elastic curve element end moments equal equivalent Euler's formula factor of safety fibers Figure flange flexure formula free-body diagram Hence Hooke's law horizontal Illustrative Problem kips lb/ft length loaded as shown main plate maximum shearing stress maximum stress method midspan deflection Mohr's circle moments of inertia neutral axis obtain plane plastic positive product of inertia proportional limit radius reaction rectangular resisting resultant rivet rotation segment shaft shear center shear diagram shearing force shown in Fig slope Solution span static steel strain tensile stress thickness three-moment equation torque torsional U.S. Customary Units uniformly distributed load vertical shear weld zero