SIMPLE STRESSES 340 mm 3. Two plates are connected by bolts as shown in the figure. Compute the maximum force F that can be applied to the plates. The allowable axial stress of each plate is 150 Mpa. The allowable shear stress of each bolt is 50 MPa. The diameter of each bolt is 16 F F 150 mm F mm. 50 mm 340 mm

SIMPLE STRESSES 340 mm 3. Two plates are connected by bolts as shown in the figure. Compute the maximum force F that can be applied to the plates. The allowable axial stress of each plate is 150 Mpa. The allowable shear stress of each bolt is 50 MPa. The diameter of each bolt is 16 F F 150 mm F mm. 50 mm 340 mm

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.5.1P

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Sizing Joists and Rafters

In civil engineering and building construction, joists and rafters are the major components including beams and columns. Almost every structural construction including buildings, skyscrapers, bridges, commercial complexes, and so on makes use of joists and rafters to provide structural integrity to the building. Joists are primarily thick long pieces of metals, concrete, or wood that are used to support the floor and ceiling. On the other hand, rafters form the major component of pitched roofs, which are a series of sloped long pieces extending from a ridged area that makes contact with the plane area of the wall. They account for the load-bearing of the building along with the beams.

Question

SIMPLE STRESSES
340 mm
3. Two plates are connected
by bolts as shown in the
figure. Compute the
maximum force F that can
be applied to the plates. The
allowable axial stress of
each plate is 150 Mpa. The
allowable shear stress of
each bolt is 50 MPa. The
diameter of each bolt is 16
F
F 150 mm
mm.
50 mm
340 mm

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