The following shows the cross section and bending moment diagram of a two-bay continuous beam. The beam dimensions are 24" wide by 28" deep. Stirrups are #4. The maximum bending moments for the continuous beam are shown on the diagram. (Negative indicates tension at top and positive indicates tension at bottom). Determine the required effective depth, area of steel and number of top and bottom reinforcing bars using the sizes indicated.
The following shows the cross section and bending moment diagram of a two-bay continuous beam. The beam dimensions are 24" wide by 28" deep. Stirrups are #4. The maximum bending moments for the continuous beam are shown on the diagram. (Negative indicates tension at top and positive indicates tension at bottom). Determine the required effective depth, area of steel and number of top and bottom reinforcing bars using the sizes indicated.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The following shows the cross section and bending moment diagram of a two-bay continuous beam. The beam dimensions are 24" wide by 28" deep. Stirrups are #4. |
The maximum bending moments for the continuous beam are shown on the diagram. (Negative indicates tension at top and positive indicates tension at bottom). Determine the required effective depth, area of steel and number of top and bottom reinforcing bars using the sizes indicated. |
![Top reinforcing bars: (#10 bars)
Required number of #10 bars:
uniformly
distributed
load
mm.
6 bars
8 bars
10 bars
12 bars
Top Bars
(not all bars
are shown)
Shear-
reinforcement
stirrups
Bottom Bars
(not all bars
are shown)
Width
Positive moment
M.- 450 k-ft
Beam Section
Depth
Beam loading diagram
Bending moment diagram
-simple
support
Negative moment
M.--750 k-ft](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6702fdee-39c1-42c0-96c0-38e3314f486d%2Fcbc67a04-0b13-4bbb-9f48-57e40dce14ab%2Fe48kalw_processed.png&w=3840&q=75)
Transcribed Image Text:Top reinforcing bars: (#10 bars)
Required number of #10 bars:
uniformly
distributed
load
mm.
6 bars
8 bars
10 bars
12 bars
Top Bars
(not all bars
are shown)
Shear-
reinforcement
stirrups
Bottom Bars
(not all bars
are shown)
Width
Positive moment
M.- 450 k-ft
Beam Section
Depth
Beam loading diagram
Bending moment diagram
-simple
support
Negative moment
M.--750 k-ft
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