(1) SOL (2) SLL Calculate the Long-term deflection assuming that 25% of the live load is Continuously applied for 3 years. 8-#8. (3) (4) DL+LL
(1) SOL (2) SLL Calculate the Long-term deflection assuming that 25% of the live load is Continuously applied for 3 years. 8-#8. (3) (4) DL+LL
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![151
4) SOL
LITT
PLL = 20K
WOL=
2,0
KLf
faz 4000 psi
=
Grade Go steel.
(3)
SPLALL
DL1
(2) SLL
(4) Calculate the Long-term
defledim assuming
that 25% of the live load is continuously
applied for 3 years.
.8.#8.
Ec=57000X √fc
= 3600 ksi
n = Es/Ec = 8.
id=36 -1.5 -0.5-%/- ½½ = 32.5"
I₁ = 12x16x36³²= 62208 in 4
fv = 7.5x √fc = 474.3 psi
X=1, NWC
Cover = 1.5"
including Spif-weight
NWC
X=1,0
#4
D
16"
36"](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd48fa528-f1f3-4cfe-8331-4241747c0c1a%2F582d3560-0c5b-47c8-a639-e1ba25b8489f%2Fyg9odvk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:151
4) SOL
LITT
PLL = 20K
WOL=
2,0
KLf
faz 4000 psi
=
Grade Go steel.
(3)
SPLALL
DL1
(2) SLL
(4) Calculate the Long-term
defledim assuming
that 25% of the live load is continuously
applied for 3 years.
.8.#8.
Ec=57000X √fc
= 3600 ksi
n = Es/Ec = 8.
id=36 -1.5 -0.5-%/- ½½ = 32.5"
I₁ = 12x16x36³²= 62208 in 4
fv = 7.5x √fc = 474.3 psi
X=1, NWC
Cover = 1.5"
including Spif-weight
NWC
X=1,0
#4
D
16"
36"
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