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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
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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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 No. C -8' 0"- (2.4 m) Figure 6.13 Problem 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.) P₁ L b A' S (in.) (in.²) 12 19.5 23 8 no. 8 2 no. 8 1.6 Note h-d=2.5 in. indicates one row of bars, whereas h-d = 3.5 in. indicates two rows of bars. Concentrated loads are placed as shown. - 4' 0"- (1.2 m) As (in.²) Po WD (K/ft) Ро W₂ (K/ft) (K) 2.4 P₁ (K)
Transcribed Image Text: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 No. C -8' 0"- (2.4 m) Figure 6.13 Problem 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.) P₁ L b A' S (in.) (in.²) 12 19.5 23 8 no. 8 2 no. 8 1.6 Note h-d=2.5 in. indicates one row of bars, whereas h-d = 3.5 in. indicates two rows of bars. Concentrated loads are placed as shown. - 4' 0"- (1.2 m) As (in.²) Po WD (K/ft) Ро W₂ (K/ft) (K) 2.4 P₁ (K)
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