4. Figure P-130 shows a roof truss and the detail of the riveted connection at joint B. Using allowable stresses of t = 80 MPa and d=120 MPa, how many 20- mm diameter rivets are required to fasten member BC to the gusset plate? Member BE? What is the largest average tensile or compressive stress in BC and BE? %D 14 mm gusset plate 6m 4 m 4 m 75x 75 x 13 mm 96 kN 200 kN 96 kN 75 x 75 x 6 mm Figure P-130 and P-131 Pac

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter5: Stresses In Beams (basic Topics)
Section: Chapter Questions
Problem 5.12.19P: A tension member constructed of an L inch angle section (see Table F-4(a) in Appendix F) is...
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4. Figure P-130 shows a roof truss and the detail of the riveted connection at joint B. Using
allowable stresses of t = 80 MPa and O= 120 MPa, how many 20 - mm diameter rivets
are required to fasten member BC to the gusset plate? Member BE? What is the largest
average tensile or compressive stress in BC and BE?
14 mm
gusser
plate
6 m
4 m
4 m
4 m
4 m
75x 75 x 13 mm
96 kN
200 kN
96 kN
75 x 75 x 6 mm
Figure P-130 and P-131
Transcribed Image Text:4. Figure P-130 shows a roof truss and the detail of the riveted connection at joint B. Using allowable stresses of t = 80 MPa and O= 120 MPa, how many 20 - mm diameter rivets are required to fasten member BC to the gusset plate? Member BE? What is the largest average tensile or compressive stress in BC and BE? 14 mm gusser plate 6 m 4 m 4 m 4 m 4 m 75x 75 x 13 mm 96 kN 200 kN 96 kN 75 x 75 x 6 mm Figure P-130 and P-131
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