04m 03m 03m Rgd bar B L-O m A-204 mm A- 10x4 mm E-200 GP alwhie st 120 M E-70 GPa alowatile stesS 100 MPa wten anm m 10 mm boit in doubi shear. aloaatie stresses are 70 MFain bearing and 50 Ma in shear The rigid bar A,B,C,D shown in figure is connected to the ground by a hinge at C and to a steel bar at A, Aluminum bar at B. the properties of the bars are shown on the figure. all the connections are using 10 mm bolts in double shear. Determine the maximum safe load W that can be applied. Determine the final position of point D.

04m 03m 03m Rgd bar B L-O m A-204 mm A- 10x4 mm E-200 GP alwhie st 120 M E-70 GPa alowatile stesS 100 MPa wten anm m 10 mm boit in doubi shear. aloaatie stresses are 70 MFain bearing and 50 Ma in shear The rigid bar A,B,C,D shown in figure is connected to the ground by a hinge at C and to a steel bar at A, Aluminum bar at B. the properties of the bars are shown on the figure. all the connections are using 10 mm bolts in double shear. Determine the maximum safe load W that can be applied. Determine the final position of point D.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.8.1P: Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.

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