T-BEAM DESIGN PROBLEM | BALANCED CONDITION | REINFORCED CONCRETE | NSCP 2015
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Пікірлер: 4
Thank you engr.
Thanks Sir!
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
3 ай бұрын
fs=fy