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olid slab to BS 8110 -BY E.Ammar ahmed abd allah

TYPE OF SLAB

2 3 4

6 7 8

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9

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CASE1 ASE2 ASE CASE4 CASE5 CASE6 CASE7 CASE8

27.16 28.61 36 38.25 30.69 52.07 41.3 56.25

40.82 39.05 47.73 51.91 41.3 1 56.73 1

VX 71.03 74.89 84.05 78.02 75.53 64.28 89.27 72.32

15.43 18 18 21.86 21.86 21.86 28.28 28.28

20.57 23.78 23.78 28.93 1 28.93 1 37.28

1.5

4 4

40.18 6

160.7

642.82

TRUE ### ### FALSE FALSE FALSE FALSE FALSE

27.16 0 0 0 0 0 0 040.82 0 0 0 0 0 0 0

71.03 0 0 0 0 0 0 0

MxB

MxT

MyB

MyT

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15.43 0 0 0 0 0 0 0

20.57 0 0 0 0 0 0 0

29.87 KN.m

40.82 KN.m

VX 71.03 KN

16.97 KN.m

24.68 KN.m

SHORT SPAN LON

BOTTOM TOP BOTTOM

12 @ 150 12 @ 125 12 @ 250

shear check Deflection

OK OK

Slab is Satisfactory

C.D =CHANGE DIMETER OR SLAB DEPTH

MxB

MxT

MyB

MyT

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CASE9

69.1

1

71.03

39.85

1

FALSE

0 27.160 40.82

0 71.03

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0 15.43

0 20.57

SPAN

TOP

12 @ 200

heck