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
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
Related questions
Question
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbf15b3c9-12b8-4e64-a0bf-6c6d5d98dc14%2Fd06c4beb-dbe2-4526-8e78-b4ac43db9a48%2Fcpwy26s_processed.jpeg&w=3840&q=75)
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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