A 3/4" x 10" X 5' long plate is fabricated from A36 steel and has standard holes for 3/4" bolts at each end for attachment to other structural members. The figure below shows a face view of the plate. The service loads that the member will be subject to are 140 kips of dead load and 30 kips of live load. Calculate the factored load, tensile yield strength and rupture strength. Compare the results to the factored loads and comment. Ignore block shear. +3" 3" + 3" **- - 1 1/2" 10" 5' SYM 5

A 3/4" x 10" X 5' long plate is fabricated from A36 steel and has standard holes for 3/4" bolts at each end for attachment to other structural members. The figure below shows a face view of the plate. The service loads that the member will be subject to are 140 kips of dead load and 30 kips of live load. Calculate the factored load, tensile yield strength and rupture strength. Compare the results to the factored loads and comment. Ignore block shear. +3" 3" + 3" **- - 1 1/2" 10" 5' SYM 5

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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