0.4 KLF and service live load is 0.6 KLF. Beam is simply supported with length of 24 feet. Use singly reinforced with d = d. The superimposed dead load (not including the beam weight) is #3 bars for stirrups and #11 bars for flexural reinforcements. Beam deflection is not of concern. What is the required area of steel (Do not design for the number of bars)? web width of 12 inches, web depth of 18 inches, and a flange thickness of 4 inches. The beam is Problem 16 In a slab-beam system, the flange width is caleulated to be 72 inches with a 72" =4 ksi, fy 60 ksi, y 150 lb/ft (A,)w3 = 0.11 in', (A.)1 1.56 in (d,)3=0.375 in, (ds)#1 1.41 in 18" A, 12"
0.4 KLF and service live load is 0.6 KLF. Beam is simply supported with length of 24 feet. Use singly reinforced with d = d. The superimposed dead load (not including the beam weight) is #3 bars for stirrups and #11 bars for flexural reinforcements. Beam deflection is not of concern. What is the required area of steel (Do not design for the number of bars)? web width of 12 inches, web depth of 18 inches, and a flange thickness of 4 inches. The beam is Problem 16 In a slab-beam system, the flange width is caleulated to be 72 inches with a 72" =4 ksi, fy 60 ksi, y 150 lb/ft (A,)w3 = 0.11 in', (A.)1 1.56 in (d,)3=0.375 in, (ds)#1 1.41 in 18" A, 12"
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:0.4 KLF and service live load is 0.6 KLF. Beam is simply supported with length of 24 feet. Use
singly reinforced with d d. The superimposed dead load (not including the beam weight) is
#3 bars for stirrups and #11 bars for flexural reinforcements. Beam deflection is not of concern.
What is the required area of steel (Do not design for the number of bars)?
web width of 12 inches, web depth of 18 inches, and a flange thickness of 4 inches. The beam is
Problem 16
In a slab-beam system, the flange width is caleulated to be 72 inches with a
72"
=4 ksi, fy 60 ksi, y 150 lb/ft
(A,)w3 = 0.11 in, (A)#1 1.56 in
(d,)3=0.375 in, (ds)#11 1.41 in
18"
A,
12"
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