## Strength of materials |

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Page 104

34* + 160) kN • m n U-2m- -8 m- *2 Figure P-405 406.

Fig. P-406. 900 lb 400 lb 60 lb/ft 1 IIIUlUIUlllUmTTTT B h— 4 ft — 8 ft »|.C-6ft »| D

...

**Beam loaded**as shown in Fig. P-405. 80 kN Y 10 kN/m nmim Ans. MK = ("5jc2 +34* + 160) kN • m n U-2m- -8 m- *2 Figure P-405 406.

**Beam loaded**as shown inFig. P-406. 900 lb 400 lb 60 lb/ft 1 IIIUlUIUlllUmTTTT B h— 4 ft — 8 ft »|.C-6ft »| D

...

Page 206

Ans. (areata • xA = 30.0 X 1 03 lb • ft3 «1 Figure P-628 and P-629 629. Solve

Prob. 628 if the sense of the couple is counterclockwise instead of clockwise as ...

**Beam loaded**with a uniformly varying load and a couple as shown in Fig. P-628.Ans. (areata • xA = 30.0 X 1 03 lb • ft3 «1 Figure P-628 and P-629 629. Solve

Prob. 628 if the sense of the couple is counterclockwise instead of clockwise as ...

Page 229

This suggests that the area- moment method can be used to determine bending

moment from the

This suggests that the area- moment method can be used to determine bending

moment from the

**load**diagram, just as ... We need merely assume that a**beam**is**loaded**, not with the actual**loads**, but with the M/EI diagram corresponding to ...### What people are saying - Write a review

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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