## Strength of materials |

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Page 142

What

beam, without exceeding a flexural stress of 120 MPa if (a) the webs are vertical

and (b) the webs are horizontal? Refer to Appendix B for channel properties. 519.

What

**uniformly distributed load**can be carried, in addition to the weight of thebeam, without exceeding a flexural stress of 120 MPa if (a) the webs are vertical

and (b) the webs are horizontal? Refer to Appendix B for channel properties. 519.

Page 147

A 10-m beam simply supported at the ends carries a

16 kN/m over its entire length. What is the lightest W shape beam that will not

exceed a flexural stress of 120 MPa? What is the actual maximum stress in the ...

A 10-m beam simply supported at the ends carries a

**uniformly distributed load**of16 kN/m over its entire length. What is the lightest W shape beam that will not

exceed a flexural stress of 120 MPa? What is the actual maximum stress in the ...

Page 280

82 1 if the concentrated load is replaced by a

intensity hs0 over the middle span. w0L2 1 +20 4u A/2 4->l+«Xl+fl-l h-qL2 1 + 2a

4 *4(1 + aXl + 0) - 1 823. A continuous beam simply supported over three 10-ft

spans ...

82 1 if the concentrated load is replaced by a

**uniformly distributed load**ofintensity hs0 over the middle span. w0L2 1 +20 4u A/2 4->l+«Xl+fl-l h-qL2 1 + 2a

4 *4(1 + aXl + 0) - 1 823. A continuous beam simply supported over three 10-ft

spans ...

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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