the beam below is A built-up I-Shaped Section. It is subjected to load P, which is a moving could occur angwonere Load that. the maximum value. of Service Live on the span. Determine that the load P beam can carry according to AISC 3.60 Provisions. Ignore bean self weight consider moment only. 12" x PTATE ↓ 1x & plate 3"X3" plate Lb=0 25' controid = 8:08" from bottom Ix: 972 in 4 A-29.251² 55 ki

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.8P
Question
the
beam
below
iSA built-up. I-Shaped
Section. It is subjected.
anywhere
to load P, which is a
moving
Load that could occur
value of Service Live
that the
on the span. Determine the maximum.
load P
beam can carry according to AISC 360
Provisions. Ignore bean self weight consider moment only-
P
12" x PTATE
fim
11x & plate
3x3 plate
Lb=0
25'
controid = 8:08" from bottom.
Ix: 972 in 4
A 29.25in²
Fy = 55 ki
Transcribed Image Text:the beam below iSA built-up. I-Shaped Section. It is subjected. anywhere to load P, which is a moving Load that could occur value of Service Live that the on the span. Determine the maximum. load P beam can carry according to AISC 360 Provisions. Ignore bean self weight consider moment only- P 12" x PTATE fim 11x & plate 3x3 plate Lb=0 25' controid = 8:08" from bottom. Ix: 972 in 4 A 29.25in² Fy = 55 ki
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