6.2 Determine the instantaneous and long-term deflection of the free end of a 12-ft-span cantilever beam foreach of the following load conditions. Assume that only dead loads are sustained, and the dead loadsNo.C-8' 0"-(2.4 m)Figure 6.13Problem 6.2.include the self-weight of the beams. Use f = 4 ksi, fy = 60 ksi, and a time limit of more than 5 years.Refer to Fig. 6.13.d(in.)h(in.)P₁LbA'S(in.)(in.²)1219.5238 no. 82 no. 81.6Note h-d=2.5 in. indicates one row of bars, whereas h-d = 3.5 in. indicates two rows of bars. Concentratedloads are placed as shown.- 4' 0"-(1.2 m)As(in.²)PoWD(K/ft)РоW₂(K/ft) (K)2.4P₁(K)

Given data: Cantilever beam with loading conditions, Width of beam, b=12 in Depth of beam, d=19.5 in…

6.2 Determine the instantaneous and long-term deflection of the free end of a 12-ft-span cantilever beam for each of the following load conditions. Assume that only dead loads are sustained, and the dead loads

6.2 Determine the instantaneous and long-term deflection of the free end of a 12-ft-span cantilever beam for each of the following load conditions. Assume that only dead loads are sustained, and the dead loads

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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