PROB. 1.9-4tgGusset platetcClevis(b)dmin 1.9-4 Lateral bracing for an elevated pedestrian walk-way is shown in the figure part a. The thickness of theclevis plate t = 16 mm and the thickness of the gussetplate to20 mm (see figure part b). The maximum forcein the diagonal bracing is expected to be F = 190 kN.с=gIf the allowable shear stress in the pin is 90 MPa andthe allowable bearing stress between the pin and both theclevis and gusset plates is 150 MPa, what is the minimumrequired diameter dmin of the pin?ClevisDiagonal brace(a)(O Barry Goodno)Gusset platePin

Given Data Thickness of gusset plate (tg) = 20mm Thickness of clevis (tc) = 16 mm Allowable…

1.9-4 Lateral bracing for an elevated pedestrian walk- way is shown in the figure part a. The thickness of the clevis plate t = 16 mm and the thickness of the gusset 20 mm (see figure part b). The maximum force in the diagonal bracing is expected to be F = 190 kN. C 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? plate t g = Clevis Diagonal brace (a) (O Barry Goodno) Gusset plate Pin

1.9-4 Lateral bracing for an elevated pedestrian walk- way is shown in the figure part a. The thickness of the clevis plate t = 16 mm and the thickness of the gusset 20 mm (see figure part b). The maximum force in the diagonal bracing is expected to be F = 190 kN. C 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? plate t g = Clevis Diagonal brace (a) (O Barry Goodno) Gusset plate 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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