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our professor uses shigley's mechanical engineering design 9th edition

2. A steel plate (Fig. Q.2) is riveted to a vertical pillar. The three rivets have a 15 mm diameter and carry the load and mo

950 lb 5/8 2.5 5/8-in.-diam bolts B l 5 2 0 16 5 Sketch I, for Problem 16.69

2. A steel plate (Fig. Q.2) is riveted to a vertical pillar. The three rivets have a 15 mm diameter and carry the load and moment resulting from the external load of 8 kN. All length dimensions are in millimeters. The yield strengths of the materials are (Sy)ivet 600 MPa and (Sy)plate 350 MPa. Calculate the safety factors for a. Shear of rivet when Ssy-0.57 Sy (10 pts) Bearing of rivet when ơall-0.9 Sy (10 pts) c. Bearing of plate (10 pts) d. Bending of plate when ơall-0.6 Sy (10 pts) b. State how failure should first occur. 8 kN 15-mm-diam bolts 15 60 30 D 1125 60 30 4120-1 400 Fig. Q.2
950 lb 5/8 2.5 5/8-in.-diam bolts B l 5 2 0 16 5 Sketch I, for Problem 16.69
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ニコ6 66.67N Shea, Force.ic due So condon, 9-o momen)-оф Force o bou PoinHence secondary shea, is maxim P1 P3 6 P2 19592 4GN 13(26 6667)1(13532.46 2 (2G1 52u) Λ1 a 차.rnu m s at ivex. ① So STress (15 OS= 2.9g 3 o.9x 6 201912, у d t 5X15 ld)2.5 5 15 125/ LxIBX 1253 2 2 35-3M、208 FoS Fos 3.72 o S

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our professor uses shigley's mechanical engineering design 9th edition 2. A steel plate (Fig. Q.2) is riveted to a vertical pillar. The three rivets have a 15 mm diameter and carry the loa...
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