DESIGN A SLAB IN ONE DIRECTION ACCORDING TO ACI-318-19
REGULATION
W (LIVE LOAD)=600KG/M2
W (COATING AND FINISHES)=150KG/M2
f'c=200kg/cm2
fy=4200kg/cm2
b=30cm for all beams
Design A Slab In One Direction According To Aci 318 19 Regulation W Live Load 600kg M2 W Coating And Finishes 150kg 1 (76.29 KiB) Viewed 28 times
god H H 409 2 700 DA thl 160cm b = 30 cm toples les vigas 50 cm
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