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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd94dca8f-6115-4296-902f-9225be014e98%2F24a87ffc-ee14-4db8-b14d-cf8cd0d6c898%2Fnzuimr_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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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