How many (answer should be a whole number) 22-mm diameter rivets are required to fasten member BC to the gusset plate? Use the following allowable stresses: Shearing Stress on the Rivets = 70 MPa Bearing Stress = 140 MPa 4m 96 kN 4m E 6 m 200 kN 4m F G 96 kN 4 m H

How many (answer should be a whole number) 22-mm diameter rivets are required to fasten member BC to the gusset plate? Use the following allowable stresses: Shearing Stress on the Rivets = 70 MPa Bearing Stress = 140 MPa 4m 96 kN 4m E 6 m 200 kN 4m F G 96 kN 4 m H

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 5.6.3P

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Concept explainers

Analysis and Procedures for Material Selection

The term material selection means to select the right material for various engineering applications. There are various engineering materials available and each has different individual properties. Thorough knowledge of the material properties and behavior is crucial in the design process. For instance, a structural member, such as a beam, is used to support vertical shear loads by the building itself. To withstand such loads, the material of the beam must possess adequate strength and stiffness to resist any deformation that might lead to the formation of cracks.

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STRENTH OF MATERIALS

see the attached image

Pac
M
14 mm
gusset
plate
PBE
75 x 75 x 13 mm
75 x 75 x 6 mm

How many (answer should be a whole number) 22-mm diameter rivets are required to fasten member BC to the gusset plate?
Use the following allowable stresses:
Shearing Stress on the Rivets = 70 MPa
Bearing Stress = 140 MPa
4m
C
96 kN
4m
E
D
6m
200 KN
4m
F
G
96 kN
4 m
H

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The given plate below with width of 200 mm andthickness of 16 mm is to be connected to two plates ofthe same width with half the thickness by 20 mmdiameter rivets as shown. The rivet hole is 2 mm greaterthan the rivet diameter. Allowable tensile stress on netarea is 0.6Fy. Allowable bearing stress is 1.35Fy. Use a501 plate and a502 gr2 rivet a. Determine maximum load P without exceeding allowable tensile stress on plate b. Determine maximum load P without exceeding allowable shear stress on rivets c. Determine maximum load P without exceeding allowable bearing stress between plates and rivets
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The given plate below with width of 200 mm andthickness of 16 mm is to be connected to two plates ofthe same width with half the thickness by 20 mmdiameter rivets as shown. The rivet hole is 2 mm greaterthan the rivet diameter. Allowable tensile stress on netarea is 0.6Fy. Allowable bearing stress is 1.35Fy. plate: fy = 241 mpa fu = 4141 mpa rivet: fv = 152 mpa a. Determine maximum load P without exceeding allowable tensile stress on plate b. Determine maximum load P without exceeding allowable shear stress on rivets c. Determine maximum load P without exceeding allowable bearing stress between plates and rivets
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