Situation 7:The figure shows a truss. The truss use angle bar for every members. Members BD and CD and CE are angle sections and needed to fasten to a gusset plate. with the thicknesses of 14 mm. The working stresses are 80 MPa for shear in the rivets and 140 MPa for bearing stress due to the rivets.. A 4 m 4m 3m MATHalino.com 4m 360 KN 19. How many 19 mm diameter rivets are needed to use for member BD. Number of rivets must express in whole number 20. How many 19 mm diameter rivets are needed to use for member CD 21. How may 19 mm diameter rivets are need to use for member CE
Situation 7:The figure shows a truss. The truss use angle bar for every members. Members BD and CD and CE are angle sections and needed to fasten to a gusset plate. with the thicknesses of 14 mm. The working stresses are 80 MPa for shear in the rivets and 140 MPa for bearing stress due to the rivets.. A 4 m 4m 3m MATHalino.com 4m 360 KN 19. How many 19 mm diameter rivets are needed to use for member BD. Number of rivets must express in whole number 20. How many 19 mm diameter rivets are needed to use for member CD 21. How may 19 mm diameter rivets are need to use for member CE
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: Determine the given data.
VIEWStep 2: Determine the support reactions
VIEWStep 3: Determine the member forces.
VIEWStep 4: 19. Determine the required number of rivets for member BD.
VIEWStep 5: 20. Determine the required number of rivets for member CD.
VIEWStep 6: 21. Determine the required number of rivets for member CE.
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