The following shows the cross section and bendingmoment diagram of a two-bay continuous beam. The beamdimensions are 24" wide by 28" deep. Stirrups are #4.The maximum bending moments for the continuous beamare shown on the diagram. (Negative indicates tension attop and positive indicates tension at bottom). Determinethe required effective depth, area of steel and number oftop and bottom reinforcing bars using the sizes indicated.Bottom reinforcing bars: (#8 bars)Required area longitudinal reinforcing steel, Aç:uniformlydistributedloadTop Bars(not all barsare shown)ShearreinforcementstirrupsBottom Bars(not all barsare shown)Positive momentM, -+ 450 k-ftWidthBeam SectionBeam loading diagramDepth4.4 square inches7.4 square inches8.2 square inches9.1 square inchesBending moment diagramsimplesupportNegative momentM.--750 k-ft

b=24 inch d=28 inch stirrups- #4 Maximum moment - 750 k-ft Bar size- #8 To determine- Area of…

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.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.6.3P

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