For the riveted connection shown in the figure using elastic analysis. (Units are in millimeters) 50 300 275 50 O 100 30

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For the riveted connection shown in the figure using elastic analysis. (Units are in millimeters) 50 300 275 50 O 100 30

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For The Riveted Connection Shown In The Figure Using Elastic Analysis Units Are In Millimeters 50 300 275 50 O 100 30 1
For The Riveted Connection Shown In The Figure Using Elastic Analysis Units Are In Millimeters 50 300 275 50 O 100 30 1 (48.64 KiB) Viewed 34 times
(a) Determine the safe value of P if the allowable shearingstress of 25mm rivets is 150MPa.(b) Determine the maximum shearing force that can be develop in therivet for a given load 𝑃 = 70π‘˜π‘.(c) Determine the design tensile strength of the 12 mm thick plateif the diameter of the holes is 28mm. Use shear lag factor =0.87.Neglect block shear
For the riveted connection shown in the figure using elastic analysis. (Units are in millimeters) 50 300 275 50 O 100 300 150 P (a) Determine the safe value of P if the allowable shearing stress of 25mm rivets is 150MPa. (b) Determine the maximum shearing force that can be develop in the rivet for a given load P = 70kN. (c) Determine the design tensile strength of the 12 mm thick plate if the diameter of the holes is 28mm. Use shear lag factor =0.87. Neglect block shear
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