Strength of Materials |
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Page 353
... illustrative problem . Ex = ILLUSTRATIVE PROBLEM 964. In a body subjected to plane strain , there act at a certain point 800 micro - inches per inch or 800 × 10−6 , εŋ = 200 X 10-6 , and Yzy 600 × 10-6 radians . Compute ( a ) the ...
... illustrative problem . Ex = ILLUSTRATIVE PROBLEM 964. In a body subjected to plane strain , there act at a certain point 800 micro - inches per inch or 800 × 10−6 , εŋ = 200 X 10-6 , and Yzy 600 × 10-6 radians . Compute ( a ) the ...
Page 426
... illustrative problem . ILLUSTRATIVE PROBLEM = 1201. A repeating section 7 in . long of a triple - riveted butt joint of the pres- sure type is illustrated in Fig . 12-7 , The rivet hole diameter is d 13 in . , the thickness of the main ...
... illustrative problem . ILLUSTRATIVE PROBLEM = 1201. A repeating section 7 in . long of a triple - riveted butt joint of the pres- sure type is illustrated in Fig . 12-7 , The rivet hole diameter is d 13 in . , the thickness of the main ...
Page 546
... illustrative problems which follow , the values of the moments of inertia for geometric elements can be taken from the results of the problems in Art . A - 5 ; these are summarized in Table A - 1 . The properties of a geometric shape ...
... illustrative problems which follow , the values of the moments of inertia for geometric elements can be taken from the results of the problems in Art . A - 5 ; these are summarized in Table A - 1 . The properties of a geometric shape ...
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allowable stresses aluminum angle applied assumed axial load beam in Fig beam loaded beam shown bending bending moment bolt bronze cantilever beam caused centroid column compressive stress Compute the maximum concentrated load concrete continuous beam 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 Hooke's law horizontal ILLUSTRATIVE PROBLEMS inertia lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan deflection modulus Mohr's circle moment of area moment of inertia neutral axis obtain plane positive proportional limit R₂ radius reaction Repeat Prob resisting restrained beam resultant segment shaft shear diagram shearing force shown in Fig Solution Solve Prob span statically indeterminate steel strain tensile stress three-moment equation torque torsional uniformly distributed load vertical shear weld zero ΕΙ