QM, is calculated for the final design

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design a rectangular beam for a 22-ft simple span if a dead load of 1 k/ft (not including the beam
weight) and a live load of 2 k/ft are to be supported. Use f = 4000 psi and fy = 60,000 psi.
Approach:
●
The depth, h, is assumed to equal about one-tenth of the beam span, while its width, b, is assumed to
equal about 12h.
.
Next the percentage of reinforcing needed is determined
●
Reinforcing bars are selected to satisfy that percentage.
Finally, M, is calculated for the final design baie sn of a mest iclunaties A
as
2
Transcribed Image Text:Design a rectangular beam for a 22-ft simple span if a dead load of 1 k/ft (not including the beam weight) and a live load of 2 k/ft are to be supported. Use f = 4000 psi and fy = 60,000 psi. Approach: ● The depth, h, is assumed to equal about one-tenth of the beam span, while its width, b, is assumed to equal about 12h. . Next the percentage of reinforcing needed is determined ● Reinforcing bars are selected to satisfy that percentage. Finally, M, is calculated for the final design baie sn of a mest iclunaties A as 2
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