H.W-4: For the beam of sections and detail shown in Fig. find the maximum liveload (PL) that the beam can be carry it. Neglect self-weight? Ans. PL=195.74 kNUse f35= - MPafy 420-2.0m-70mm2PL2020mm5025mm350 mmsct.a-a600 mm-aa-2.0m--LHHH]........8025mmSoemy3025mm350 mmsct.b-bbb-2.0 m-600 mmPL

at section a-a b = 350 mmh = 600 mmfc' = 35 MPafy = 420 MPaArea of steel at bottom = 5- dia 25…

Answered: H.W -4: For the beam of sections and…

H.W -4: For the beam of sections and detail shown in Fig. find the maximum live load (PL) that the beam can be carry it. Neglect self-weight? Ans. PL=195.74 kN fé 35 Use = MPa fy 420 2PL PL

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.9.9P

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Question

H.W-4: For the beam of sections and detail shown in Fig. find the maximum live
load (PL) that the beam can be carry it. Neglect self-weight? Ans. PL=195.74 kN
Use f
35
= - MPa
fy 420
-2.0m-
70mm
2PL
2020mm
5025mm
350 mm
sct.a-a
600 mm-
a
a
-2.0m-
-LHHH]
....
....
8025mm
Soemy
3025mm
350 mm
sct.b-b
b
b
-2.0 m-
600 mm
PL

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