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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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.

Bottom reinforcing bars: (#8 bars)
Required number of #8 bars:
uniformly
distributed
load
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
0000000
Depth
Beam loading diagram
Bending moment diagram
simple
support
Negative moment
M.--750 k-ft
Transcribed Image Text:Bottom reinforcing bars: (#8 bars) Required number of #8 bars: uniformly distributed load 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 0000000 Depth Beam loading diagram Bending moment diagram simple support Negative moment M.--750 k-ft
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