## Strength of materials |

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Page 262

P-735 is only partially restrained at its ends. wL3 The slope at the left end is

directed up to the left, whereas at the right 72EI end the slope is wL3 72EI

directed up to the right. Determine the

Fig. P-735 is ...

P-735 is only partially restrained at its ends. wL3 The slope at the left end is

directed up to the left, whereas at the right 72EI end the slope is wL3 72EI

directed up to the right. Determine the

**end moments**. 736. The beam shown inFig. P-735 is ...

Page 263

In other words, the larger

resultant of any single load. The difference between the

Ma is balanced by the couple R'L, consisting of the forces R' applied at the ends

of the ...

In other words, the larger

**end moment**acts at the wall that is closer to theresultant of any single load. The difference between the

**end moments**Mb andMa is balanced by the couple R'L, consisting of the forces R' applied at the ends

of the ...

Page 303

the moment will be decreased by the remaining 10 ft-lb of the 30 ft-lb difference

between the FEM at B in Fig. ... With this convention, counterclockwise moments

acting on the beam are considered to be positive, and clockwise

the moment will be decreased by the remaining 10 ft-lb of the 30 ft-lb difference

between the FEM at B in Fig. ... With this convention, counterclockwise moments

acting on the beam are considered to be positive, and clockwise

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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