A beam is built-up from the following A36 plates: 420x20 plates as flanges and 500x20 plate as web. The beam is simply-supported and subjected to concentrated load at midspan. The member is laterally supported at the ends onlyLimiting L Values:Lp = 4.762 mLr = 11.810 mSection Properties:A = 27200 mm2Ix = 1 370 026 667 mm4Sx = 5 269 333.333 mm3rx = 224.430 mmIy = 246 960 000 mm4Sy = 1 176 000 mm3ry = 95.286 mmJ = 3 626 666.667 mm4c = 1.0 (doubly symmetric I-shaped member)rts = 110.753 mmho = 520 mm Compute for the ultimate moment capacity (in kN-m) of the beam if it spans 10m.Please answer this asap.for upvote.thanks

For A36 steel σy = 250N/mm2 (yield strength)

A beam is built-up from the following A36 plates: 420x20 plates as flanges and 500x20 plate as web. The beam is simply-supported and subjected to concentrated load at midspan. The member is laterally supported at the ends only

A beam is built-up from the following A36 plates: 420x20 plates as flanges and 500x20 plate as web. The beam is simply-supported and subjected to concentrated load at midspan. The member is laterally supported at the ends only

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 5.2.1P

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Question

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Limiting L Values:
L_p = 4.762 m
L_r = 11.810 m

Section Properties:
A = 27200 mm²
I_x = 1 370 026 667 mm⁴
S_x = 5 269 333.333 mm³
r_x = 224.430 mm
I_y = 246 960 000 mm⁴
S_y = 1 176 000 mm³
r_y = 95.286 mm
J = 3 626 666.667 mm⁴
c = 1.0 (doubly symmetric I-shaped member)
r_ts = 110.753 mm
h_o = 520 mm

Compute for the ultimate moment capacity (in kN-m) of the beam if it spans 10m.

Please answer this asap.for upvote.thanks

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