## Strength of Materials |

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Page 428

Each of the two rivets in a repeating section in row 3 transmits the load between

the

acts directly to tear the

Each of the two rivets in a repeating section in row 3 transmits the load between

the

**main plate**and the cover plates in the ... The external load applied to the jointacts directly to tear the

**main plate**at row 1, and a failure would be similar to that ...Page 431

12-2b are: diameter of rivet hole, yf in.; long pitch, 5 in.; short pitch, 2 J in.;

thickness of

repeating section and the efficiency. 1206. A double-riveted butt joint is of the

pressure ...

12-2b are: diameter of rivet hole, yf in.; long pitch, 5 in.; short pitch, 2 J in.;

thickness of

**main plate**, i in., and of cover plates, § in. Compute the strength of arepeating section and the efficiency. 1206. A double-riveted butt joint is of the

pressure ...

Page 433

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

by So = P6 td 8000 1 x 15 5 = 17 , 050 psi Ans . The tensile stress in the main ...

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 So = P6 td 8000 1 x 15 5 = 17 , 050 psi Ans . The tensile stress in the main ...

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### Common terms and phrases

acting actual allowable angle applied assumed axes axis beam shown bending bending moment cantilever carries caused centroid circle CN CN column compressive compressive stress compute concentrated consider constant couple cross section deflection deformation Determine developed diameter direction distance distributed distributed load effect elastic curve element equal equation equivalent expressed flange flexural stress force formula ft-lb given gives Hence horizontal ILLUSTRATIVE inertia lb/ft length limit load loaded as shown material maximum method midspan moments negative neutral axis obtain occurs plane plate positive Prob PROBLEMS produce reaction reference relation resisting respect restrained resultant rivet segment shear diagram shearing stress shown in Fig shows simply supported slope Solution Solve span steel strain strength supported Table tangent tensile thickness varies vertical wall weight weld yield zero