ISI SECTION & MATERIAL PROPERTIES & tekan butang [Submit] untuk nilai MOMEN & RICEH MUKTAMAD !             Jaringan semantic daya rasuk konkrit

prest. loss 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 100	cover or dprime 000 25 30 35 40 45 50 60 65 70 75 80 85 90 100	compre. reinf 000 250 750 1250 1500 1750 2000 2250 2500 2750 3000 3250 3500 3750 4000	depth tension reinf. 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900
tension reinf. 100 250 500 750 1200 1550 2000 2250 2500 2750 3000 3250 3500 3750 4000	depth of tendon 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900	prestressing bar 000 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 2000	flange slab thickness 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400
B web 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900	B flange 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900	rect / flange Rect Tee	prestres f 175 1000 1250 1500 1750 2000 2250
fy 250 300 350 410 460 500 540	fcu 20 15 20 25 30 35 40 45 50 55 60 65 70 75 100	sila submit
conc. cover 10 15 20 25 30 35 40 45 50 55 60 65	link diameter 6 8 10 12 16 20 25	link spacing 50 75 100 125 150 175 200 225 250 275 300	fyv 100 150 200 250 410 460 510
Asv 50 100 150 200 250 300 350	Asvt 50 100 150 200 250 300 350	Atr 50 150 200 250 300 350 400 450 500 550 600 650 700 750 000	Height of beam H 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900