ustained live load. fe= 3ksi', NWC, Graole 6o steel. %3D 26 ft WOL 1.5 KLf including self-weigut WLL 1.5 KLf (a) SpLo? 24" 6#8 20.5" Cb) I 3.5" Ce) S,? If 25% live load is Sustained for two yours. I=16:4 18,432 in, fr=750= 410,8 fr=75 x13000= 410,8 Icra 10,106 in Mera fr. Ig 410,8 w 18+32 18432 a 631 IN-kips. 12
ustained live load. fe= 3ksi', NWC, Graole 6o steel. %3D 26 ft WOL 1.5 KLf including self-weigut WLL 1.5 KLf (a) SpLo? 24" 6#8 20.5" Cb) I 3.5" Ce) S,? If 25% live load is Sustained for two yours. I=16:4 18,432 in, fr=750= 410,8 fr=75 x13000= 410,8 Icra 10,106 in Mera fr. Ig 410,8 w 18+32 18432 a 631 IN-kips. 12
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![For problem (c), please calculate the long-term deflection for dead load plus 2 years of 25% of
sustained live load.
fe= 3ksi, NWC, Gracle 6o
steel,
26 ft
WOL 1.5 KLf including self-weignt
WLL 1.5 KLf
(a) SpL= ?
24" 6#8
Cb) SPLLL?
20.5"
L3.5"
Cc)
SAT? If 25% live load
is sustainod for two years.
Ig =16r24 (8432 in"
,
fr=75x13000 = 410,8
Icra 10,106 1in
Mer fr Ig
410,8 x 18432
IN -kips.
A 631
12.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2656d69b-329e-4eaa-b7b6-ba4776355dfa%2Fe8491127-9280-4b8f-a1c3-8c8b21c37180%2F679js2_processed.jpeg&w=3840&q=75)
Transcribed Image Text:For problem (c), please calculate the long-term deflection for dead load plus 2 years of 25% of
sustained live load.
fe= 3ksi, NWC, Gracle 6o
steel,
26 ft
WOL 1.5 KLf including self-weignt
WLL 1.5 KLf
(a) SpL= ?
24" 6#8
Cb) SPLLL?
20.5"
L3.5"
Cc)
SAT? If 25% live load
is sustainod for two years.
Ig =16r24 (8432 in"
,
fr=75x13000 = 410,8
Icra 10,106 1in
Mer fr Ig
410,8 x 18432
IN -kips.
A 631
12.
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