T-BEAM DESIGN PROBLEM | BALANCED CONDITION | REINFORCED CONCRETE | NSCP 2015

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[@aljondoctora1572]

Thank you engr.

[@percibalfelicesjr4203]

Thanks Sir!

[@jolinapasac]

Sir why φ=0.65 yung ginamit na reduce factor sa Mub? Bakit Hindi po φ= 0.65+0.25(800-fy/1000-fy)= 0.8145, just asking 😁

[@pigmaluchnnl8765]

fs=fy