hf=1" + bf = 12" -> -bw = 0.5" hw=24" be=1" bf=12" INITIAL SECTION I, I₁ = MODIFIED SECTION I2 = =0,5" •Same Pe Ginder as before "Same FL as above

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.1P
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Non-constant sections are used in bridges without changing the appearance of the bridge significantly. Refer to the figure below. Compute the ratio of moment inertial after to before of the plate girder shown (greater than 1). A 10x0.5" steel plate of the same grade as the plate girder and is fillet welded to the flanges
hf=1" + bf = 12"
->
-bw = 0.5"
hw=24"
be=1"
bf=12"
INITIAL
SECTION
I,
I₁ =
MODIFIED
SECTION
I2 =
=0,5"
•Same Pe Ginder
as before
"Same FL as above
Transcribed Image Text:hf=1" + bf = 12" -> -bw = 0.5" hw=24" be=1" bf=12" INITIAL SECTION I, I₁ = MODIFIED SECTION I2 = =0,5" •Same Pe Ginder as before "Same FL as above
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