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6 ft B 8 ft 8 ft E ft 6 ft 30 kips

6 ft B 8 ft 8 ft E ft 6 ft 30 kips

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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The cross-sectional area of each member of the truss is 1.6 in2. Calculate the average normal stresses in members DE. 6 ft B F 8 ft 8 ft E 8 ft 6 ft 30 kips O 35.602ksi O 27.982ksi O 25.000ksi O 33.221ksi
Transcribed Image Text:The cross-sectional area of each member of the truss is 1.6 in2. Calculate the average normal stresses in members DE. 6 ft B F 8 ft 8 ft E 8 ft 6 ft 30 kips O 35.602ksi O 27.982ksi O 25.000ksi O 33.221ksi
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