C. A a. 8' 16' P = 200# w = 60 #/ft 8' Select a 2x joist based only on Shear B b. Select a 2x joist based only on Flexure/Bending Name (s) 3. A floor joist carries the 60 #/ft distributed load (w) and the 200# concentrated load (P) as shown at the left. Fb = 1400 psi Fv = 75 psi E = 1,400,000 psi Answer: Answer: Using the joist depth(s) determined in Part a & b, calculate the maximum deflection (at mid-span). Answer:
C. A a. 8' 16' P = 200# w = 60 #/ft 8' Select a 2x joist based only on Shear B b. Select a 2x joist based only on Flexure/Bending Name (s) 3. A floor joist carries the 60 #/ft distributed load (w) and the 200# concentrated load (P) as shown at the left. Fb = 1400 psi Fv = 75 psi E = 1,400,000 psi Answer: Answer: Using the joist depth(s) determined in Part a & b, calculate the maximum deflection (at mid-span). Answer:
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.13.2P
Related questions
Question
![C.
a.
8'
16
P = 200#
w = 60 #/ft
8'
Select a 2x joist based only on Shear
B
b. Select a 2x joist based only on Flexure/Bending
Name
(s) 3. A floor joist carries the 60 #/ft distributed load (w) and the
200# concentrated load (P) as shown at the left.
Fb = 1400 psi
Fv = 75 psi
E = 1,400,000 psi
Answer:
Does the maximum deflection exceed an allowable deflection of L/240?
Using the joist depth(s) determined in Part a & b, calculate the maximum deflection (at mid-span).
Answer:
yes
coush and
Apple
Answer:
no
on
sho
is p
Vo
ine
his
>](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F29d54699-8096-4754-af5c-5369115407dd%2Ff34ff3d5-0b56-4751-a329-db61e089e02f%2Fzvbqfag_processed.jpeg&w=3840&q=75)
Transcribed Image Text:C.
a.
8'
16
P = 200#
w = 60 #/ft
8'
Select a 2x joist based only on Shear
B
b. Select a 2x joist based only on Flexure/Bending
Name
(s) 3. A floor joist carries the 60 #/ft distributed load (w) and the
200# concentrated load (P) as shown at the left.
Fb = 1400 psi
Fv = 75 psi
E = 1,400,000 psi
Answer:
Does the maximum deflection exceed an allowable deflection of L/240?
Using the joist depth(s) determined in Part a & b, calculate the maximum deflection (at mid-span).
Answer:
yes
coush and
Apple
Answer:
no
on
sho
is p
Vo
ine
his
>
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