PROBLEM NO. 3. Determine the a) normal stress in rod (1), b) the shear stress in pin B and the shear stress in pin A given the following properties of the structure. The tie rod at 1 is 10 mm in diameter. Pin Pin Connection Diameter SET b Connection Type at B of pins Type at A & D A 1300 N 45° 600 250 450 Double Single Shear 12 mm mm mm mm shear 1200 N 50° 650 300 450 Double Single Shear 12 mm mm mm mm Shear 1150 N 55° 600 350 450 Double Single Shear 12 mm mm mm mm Shear P.
PROBLEM NO. 3. Determine the a) normal stress in rod (1), b) the shear stress in pin B and the shear stress in pin A given the following properties of the structure. The tie rod at 1 is 10 mm in diameter. Pin Pin Connection Diameter SET b Connection Type at B of pins Type at A & D A 1300 N 45° 600 250 450 Double Single Shear 12 mm mm mm mm shear 1200 N 50° 650 300 450 Double Single Shear 12 mm mm mm mm Shear 1150 N 55° 600 350 450 Double Single Shear 12 mm mm mm mm Shear P.
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)
Section: Chapter Questions
Problem 8.5.11P: The hollow drill pipe for an oil well (sec figure) is 6,2 in. in outer diameter and 0.75 in. in...
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