## Strength of materials |

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Page 226

to the elastic curve at

such beams, the deviation at either support from the

...

**Midspan**Deflections In a symmetrically loaded simple beam, the tangent drawnto the elastic curve at

**midspan**is horizontal and parallel to the unloaded beam. Insuch beams, the deviation at either support from the

**midspan**tangent is equal to...

Page 227

The deviation at C from the

the actual

deviation of C from the

diagram of ...

The deviation at C from the

**midspan**tangent drawn at B is equal to 25, or twicethe actual

**midspan**deflection in Fig. 6-27a. Since we are considering thedeviation of C from the

**midspan**tangent drawn at B, we need the momentdiagram of ...

Page 229

Determine the

60 lb/ ft- 0 f 6' 4' -12'- 2'" ne Fig. P-677. Fig. P-678. 678. Determine the

value of EIS for the beam shown in Fig. P-678 which carries a uniformly varying ...

Determine the

**midspan**deflection for the beam loaded as shown in Fig. P-677.60 lb/ ft- 0 f 6' 4' -12'- 2'" ne Fig. P-677. Fig. P-678. 678. Determine the

**midspan**value of EIS for the beam shown in Fig. P-678 which carries a uniformly varying ...

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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