For problem (c), please calculate the long-term deflection for dead load plus 2 years of 25% ofsustained live load.fe= 3ksi, NWC, Gracle 6osteel,26 ftWOL 1.5 KLf including self-weigntWLL 1.5 KLf(a) SpL= ?24" 6#8Cb) SPLLL?20.5"L3.5"Cc)SAT? If 25% live loadis sustainod for two years.Ig =16r24 (8432 in",fr=75x13000 = 410,8Icra 10,106 1inMer fr Ig410,8 x 18432IN -kips.A 63112.

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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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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