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e line of action is inclin ss at mid-span and lo

e line of action is inclin ss at mid-span and lo

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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Q4: A simply supported I-beam of (2 m) span carries a central load of (4 kN). The load acts through the centroid, the line of action is inclined at (30°) to the vertical direction. Calculate the maximum bending stress at mid-span, and locate the neutral axis. Neglect the weight of the beam. nax Bending 4 KN ➜g N 30⁰ 80 8 mm 160- 25=2 200
Transcribed Image Text:Q4: A simply supported I-beam of (2 m) span carries a central load of (4 kN). The load acts through the centroid, the line of action is inclined at (30°) to the vertical direction. Calculate the maximum bending stress at mid-span, and locate the neutral axis. Neglect the weight of the beam. nax Bending 4 KN ➜g N 30⁰ 80 8 mm 160- 25=2 200
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