(Note: WD does not include beam weight) PL = 10 kips wD = 2 kip/ft W 3 # 11 bars (A) kip/it 2 in. 12 ft 30 in. 28 in, fc' = 5,000 psi; fy = 60,000 psi Unit weight of concrete = 150 lb/cu.ft. 12 in. Determine the deflection at the free end (A) of the cantilever concrete beam due to Dead Load plus Live Load
(Note: WD does not include beam weight) PL = 10 kips wD = 2 kip/ft W 3 # 11 bars (A) kip/it 2 in. 12 ft 30 in. 28 in, fc' = 5,000 psi; fy = 60,000 psi Unit weight of concrete = 150 lb/cu.ft. 12 in. Determine the deflection at the free end (A) of the cantilever concrete beam due to Dead Load plus Live Load
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:(Note: WD does not include beam weight)
PL = 10 kips
wD = 2
kip/ft
3 # 11 bars
(A)
Kip/it
2 in.
12 ft
30 in.
28 in.
fc' = 5,000 psi; fy = 60,000 psi
Unit weight of concrete
150 lb/cu.ft.
12 in.
Determine the deflection at the free end (A) of the cantilever
concrete beam due to Dead Load plus Live Load
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