## Strength of materials |

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Page 417

The external load applied to the joint acts directly to tear the

and a failure would be similar to that shown in Fig. 12-4. The load that will tear

the

14 ...

The external load applied to the joint acts directly to tear the

**main plate**at row 1 ,and a failure would be similar to that shown in Fig. 12-4. The load that will tear

the

**main plate**at row 1 is given by Px = (p- d)ta, = [(180 X 10-3) - (20.5 X 10"3)](14 ...

Page 419

The longitudinal joint of a boiler having 14-mm plates has a strength of 400 kN in

a pitch length of 400 mm. ... 12-2b are: diameter of rivet hole, H in.; long pitch, 5 in

.; short pitch, 2.5 in.; thickness of

The longitudinal joint of a boiler having 14-mm plates has a strength of 400 kN in

a pitch length of 400 mm. ... 12-2b are: diameter of rivet hole, H in.; long pitch, 5 in

.; short pitch, 2.5 in.; thickness of

**main plate**, ^ in., and of cover plates, j in.Page 421

Since the combined thickness of two cover plates is larger than that of the

by ab=%=ihrl7Aksi Ans- The tensile stress in the

...

Since the combined thickness of two cover plates is larger than that of the

**main****plate**, the maximum average bearing stress occurs in the**main plate**and is givenby ab=%=ihrl7Aksi Ans- The tensile stress in the

**main plate**at row 1 is caused by...

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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