## Strength of materials |

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Page 128

A comparison of the preceding results shows that the most dangerous bending

moment is 1 56 kN • m, occurring under C when only loads B and C are on the

load ...

A comparison of the preceding results shows that the most dangerous bending

moment is 1 56 kN • m, occurring under C when only loads B and C are on the

**span**. Maximum Shearing Force. If all three loads are on the**span**, the resultantload ...

Page 273

8-5; we wish to evaluate 6A2B2/L2 for

were simply supported 600 N/m (a) Continuous beam 900 N-m on a 4-m

and draw the moment diagram by parts from right to left (this is more convenient ...

8-5; we wish to evaluate 6A2B2/L2 for

**span**2. Take the loading on**span**2 as if itwere simply supported 600 N/m (a) Continuous beam 900 N-m on a 4-m

**span**,and draw the moment diagram by parts from right to left (this is more convenient ...

Page 280

82 1 if the concentrated load is replaced by a uniformly distributed load of

intensity hs0 over the middle

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

82 1 if the concentrated load is replaced by a uniformly distributed load of

intensity hs0 over the middle

**span**. w0L2 1 +20 4u A/2 4->l+«Xl+fl-l h-qL2 1 + 2a4 *4(1 + aXl + 0) - 1 823. A continuous beam simply supported over three 10-ft

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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