Rework example 10-4 using a beam on a simple span of 26 ft, service load of 0.8kip/ft dead load (includes beam weight) over the full span, and a point live load of 12 kip at midspan.Assume tensile reinforcing to be three No. 9 bars, f'c = 4000 psi, and fy = 60,000 psi.a. Compute the immediate deflection due to dead load and live load.b. Compute the long-term deflection due to the dead load. Assume the time period for sustained loadsto be in excess of 5 years.=3#9 As 3.00 in²

Answered: Rework example 10-4 using a beam on a…

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 5.11.5P

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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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