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For The Reinforced Concrete Beam Carries A Uniformly Distributed Dead Load= 4k/Ft Including Beam Self-Weight And Two Concentrated Live Loads Of PL = 8K As

For The Reinforced Concrete Beam Carries A Uniformly Distributed Dead Load= 4k/Ft Including Beam Self-Weight And Two Concentrated Live Loads Of PL = 8K As Shown: A- Calculate The Vs. Assume A, > Ay Min. (25 Points) B- Calculate Stirrups Spacing And Check The Allowed ACI-318-19 Maximum Spacing Limitations (15 Points) Use Fyt = 60 Ksi, P=3

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