1. Investigate the adequacy of the beam loaded and supported as shown in accordance with AISC Specs. for A572 Grade 50 steel. The beam is unbraced except at the ends. 1.85m 120 KN 1.9m 5.6 m 120 KN 1.85m W 360 x 101 W 360 x 101 d = 357 mm bf = 255 mm tf = 18.3 mm tw = 10.5 mm Ix = 302x10 mm Sx = 1690x10³ mm³3 w = 101.2 kg/m

1. Investigate the adequacy of the beam loaded and supported as shown in accordance with AISC Specs. for A572 Grade 50 steel. The beam is unbraced except at the ends. 1.85m 120 KN 1.9m 5.6 m 120 KN 1.85m W 360 x 101 W 360 x 101 d = 357 mm bf = 255 mm tf = 18.3 mm tw = 10.5 mm Ix = 302x10 mm Sx = 1690x10³ mm³3 w = 101.2 kg/m

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 5.15.5P

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