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Fig. Q.1 2. A steel plate (Fig. Q.2) is riveted to a vertical pillar diameter and carry the load and moment resulting fro he

if you can just do a and b ( would be appreciate ) i need to learn the concept

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Fig. Q.1 2. A steel plate (Fig. Q.2) is riveted to a vertical pillar diameter and carry the load and moment resulting fro he rivets have a 15 mm civeted to from the external load of 8 KN. eters. The yield strengths of the materials are I length dimensions are in The (Sy)mvet 600 MPa and (Sy)plate 350 MPa. Calculate the a. Shear of rivet when Sy=0.57 Sy (10 pts) b. Bearing of rivet when ơaF0.9 Sy (10 pts) c. Bearing of plate (10 pts) d. Bending of plate when σαι-0.6 Sy (10 pts) State how failure should first occur. 8 KN 15 60. 15-mm-diam bolts 304 Dx 125 60 301 -120- 400 Fig. Q.2 GOOD LUCK
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sosuio 60 12.3 30 1 2.0 Cr Pe srve 4he angle be.ta, e en -the psitrang ヂsecondang fotre2 sken stdess induced in Jiet 29-614 kio3 15) LA 196 . 귀 Facto辺口6 sabe 164 58 o. S구규 X 600 3462 6 58 24614 2SFactos ol sabe ive 31-613 31 62 31 617

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if you can just do a and b ( would be appreciate ) i need to learn the concept Fig. Q.1 2. A steel plate (Fig. Q.2) is riveted to a vertical pillar diameter and carry the load and moment resul...
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