1.10-4 Lateral bracing for an elevated pedestrianwalkway is shown in the figure part a. The thicknessof the clevis plate - 16 mm and the thickness ofthe gusset plate - 20 mm (see figure part b). Themaximum force in the diagonal bracing is expectedto be F 190 kN.If the allowable shear stress in the pin is 90 MPaand the allowable bearing stress between the pin andboth the clevis and gusset plates is 150 MPa, what isthe minimum required diameter dmin of the pin? Barry GoodnoPROBLEM 1.10-4ClevisDiagonal brace(a)Gusset platePinGusset plateClevis(b)

Answered: Image /qna-images/answer/250f50ec-e8e6-41e5-91c2-94abcedddd2e.jpg

1.10-4 Lateral bracing for an elevated pedestrian walkway is shown in the figure part a. The thickness of the clevis plate - 16 mm and the thickness of the gusset plate - 20 mm (see figure part b). The force in the diagonal bracing is expected. 190 kN. maximum to be F If the allowable shear stress in the pin is 90 MPa. and the allowable bearing stress between the pin and both the clevis and gusset plates is 150 MPa, what is the minimum required diameter dmin of the pin?

1.10-4 Lateral bracing for an elevated pedestrian walkway is shown in the figure part a. The thickness of the clevis plate - 16 mm and the thickness of the gusset plate - 20 mm (see figure part b). The force in the diagonal bracing is expected. 190 kN. maximum to be F If the allowable shear stress in the pin is 90 MPa. and the allowable bearing stress between the pin and both the clevis and gusset plates is 150 MPa, what is the minimum required diameter dmin of the pin?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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