Problem 7: Analyse to determine the maximum service tensile live load force that can be supported by a pair of angles 2Ls 152x102x19, shown in the accompanying figure, if A709M, Grade 345 steel and the AISC LRFD specifications are used. The live load is to be 3/2 times the dead load. The holes are drilled for 18mm rivets at standard gage distances.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)
Section: Chapter Questions
Problem 8.3.5P: An inflatable structure used by a traveling circus has the shape of a half-circular cylinder with...
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Figure. Problem 7 (The shown dimensions are in mm)
Transcribed Image Text:ANN tot 50 50 50 Figure. Problem 7 (The shown dimensions are in mm)
Problem 7: Analyse to determine the maximum service tensile live load force that can be
supported by a pair of angles 2Ls 152x102x19, shown in the accompanying figure, if 4709M,
Grade 345 steel and the AISC LRFD specifications are used. The live load is to be 3/2 times
the dead load. The holes are drilled for 18mm rivets at standard gage distances.
Transcribed Image Text:Problem 7: Analyse to determine the maximum service tensile live load force that can be supported by a pair of angles 2Ls 152x102x19, shown in the accompanying figure, if 4709M, Grade 345 steel and the AISC LRFD specifications are used. The live load is to be 3/2 times the dead load. The holes are drilled for 18mm rivets at standard gage distances.
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