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

Structural Analysis
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Chapter2: Loads On Structures
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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 mm³
w = 101.2 kg/m
Transcribed Image Text: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 mm³ w = 101.2 kg/m
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