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TI TRNG TC DNG LN SN
I. TNH TI :
STT Tn Cu to - Chc nng Chiu dy
Trng lng
ring
Ti trng
tiu chun
H s tin
cy n
Ti trng
tnh ton
cm kG/m3 kG/m2 kG/m21 Gach Lat 1.00 2000 20.0 1.1 22.0
Va XM M50 lt 3.5 2000 70.0 1.3 91.0Bn BTCT 2500 0.0 1.1 0.0
Tng ti trng : 90.0 113.02 Gch lt chng trn 1.00 2600 26.0 1.1
28.6
Lp va lt XM M75 dy 10 2.00 2000 40.0 1.3 52.0Va XM to dc i=1%
2.0 2000 40.0 1.3 52.0Bn BTCT 2500 0.0 1.1 0.0Tng ti trng : 106.0
132.6
15 Granit 2.00 2600 52.0 1.1 57.2Va chn M75 3.00 2000 60.0 1.3
78.0Gch xy bc 7.0 1800 126.0 1.1 138.6Bn thang BTCT 2500 0.0 1.1
0.0Va trt XM M75 dy 15 1.5 2000 30.0 1.3 39.0Tng ti trng : 268.0
312.8
16 Gch l nem kp 1.50 2600 39.0 1.1 42.9Va XM M50 lt dy 15 1.5
2000 30.0 1.3 39.0Sn BTCT 2500 0.0 1.1 0.0Va trt trn XM M75 dy 15
1.5 2000 30.0 1.3 39.0Tng ti trng : 99.0 120.9
17 Tng 220 Tng gch c 22 cm 22.0 2000 440.0 1.1 484.01m Va trt
2x1,5cm + 1x1cm lp va xy gi3.0 2000 60.0 1.3 78.0
Tng ti trng: 500.0 562.0Tng ti trng (h s ca = 0,7): 350.0
393.4
18 Tng 110 Tng gch c 11 cm 10.5 1800 189.0 1.1 207.91m Va trt
2x1,5cm 3.0 2000 54.0 1.3 70.2
Tng ti trng (cha tnh ca ): 243.0 278.1Tng ti trng (h s ca =
0,7): 170.1 194.7
II. HOT TI :
STT Loi phng
Ti trng
tchundi hn
Ti trng
tiu chun
H s tin
cy n
Ti trng
tnh ton
kG/m2 kG/m2 kG/m21 Vn phng lm vic 100 200 1.2 2402 Phng ng (cn
h) 30 150 1.3 1953 Phng n, p. khch, p. v sinh 30 150 1.3 1954 Siu
th, trung tm thng mi 400 1.2 4805 Ca hng n ung 100 300 1.2 3606
Phng hp 140 400 1.2 4807 Kho hng (trn 1m chiu cao) 500/1m 500/1m
1.2 600 /1m8 Phng thit b 500 500 1.2 6009 Phng ng c 750 750 1.2
90010 Snh, cu thang, hnh lang 100 300 1.2 36011 Ban cng, lgia 70
200 1.2 24012 Gara xe 180 500 1.2 60013 Mi bng khng s dng 75 75 1.3
97.5
Sn mi
Sn cu thang
Sn v sinh
Sn tng 2
Cal: PC10 ; Check: DVH - Page 1 of 1
