BS8110 Two-way Solid Slabs (Tables)12-14 A-B

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SHORT SPAN x
kNm/m mm M/bd2fcu mm mm² /m mm² /m mm² /m mm
B
gf= 1.40 gf= 1.60
EDGE CONDITIONS Edge 1 C C = Continuous Edge 2 C D = Discontinuous Edge 3 D Edge 4 D A
0.396 14.26 0.71 21.1
LONG SPAN R8 @ 150 B2 CORNER 2 14B
0.245 8.83 0.44 13.1
EDGE 1 B, 12-14 R8 @ 150 T1 CORNER 3 14A
0.264 9.50 0.48 14.1
EDGE 2 14, A-B R8 @ 150 T2 CORNER 4 12A
00 . DIMENSIONS short span, lx long span, ly
m m
MATERIALS 3.60 3.30 fcu N/mm² 30 fy N/mm² 400 Density kN/m³ 25 (Normal weight concrete) gc = 1.50 gs = 1.05
STATUS Fails on Lx > Ly,
12
Edge 1 Plan Edge 4 Lx = 3.6 m
14
h mm 120 Top cover mm 20 Btm cover mm 20 LOADING characteristic Self weight kN/m² 3.00 Extra dead kN/m² 7.00 Total Dead, gk kN/m² 10.00 Imposed, qk kN/m² 0.50 Design load, n kN/m² 14.80
0.045 8.7 88.0 0.156 0.037 83.6 273 288 ~ 8 T2 150 335 0.381 272 (a) 217
0.000 0.0 96.0 0.156 0.000 91.2 0 288 ~ 8 T1 150 335 0.349 296 (a) 0
0.000 0.0 88.0 0.156 0.000 83.6 0 288 ~ 8 T2 150 335 0.381 272 (a curtailed in edge strips at free edges
SUPPORT REACTIONS (kN/m char uno)
EDGE 1 B, 12-14
ßv Dead Imposed Vs
kN/m kN/m kN/m
(See Figure 3.10)
Project Slab No.
AP DORMITRY & LOCAL EMPLOYEE LOUNGE
Made by Date Revision Page Job No
1F
12 to 14: B to A
Checked
2-WAY SPANNING INSITU CONCRETE SLABS to BS 8110:1997 (Table 3.14)
Edge 2
3.4.4.4 3.4.4.4 3.4.4.4 Table 3.25
% Clause 3.12.11.2.7 Eqn 8 Eqn 7
Asx enhanced 0.0% for deflection control •
ONE EDGE DISCONTINUOUS X Y
Table 3.10
EDGE 3 A, 12-14 EDGE 4 12, A-B 14, A-B
EDGE 2
Sum ßvx = 0.613 Sum ßvy = 0.660
Table 3.15
equations 19 & 20
0.368 13.25 0.66 19.6
SHORT SPAN R8 @ 150 B1 CORNER 1 12B
LONG SPAN y
EDGE 1 Continuous
Ø Layer @ As prov =
S max Subclause DEFLECTION fs Mod factor Perm L/d
mm mm² /m % mm
0.029 5.6 96.0 0.156 0.020 91.2 162 288 162 8 B1 150 335 0.349 296 (a) 129 2.000 52.00
TORSION STEEL
BOTH EDGES DISCONTINUOUS
mm
Ø
8
mm² /m mm² /m mm² mm² /m
X
Y
As req As prov T Additional As T req As prov B
288 335 0 335 335 0 335 335 0 335
288 335 0 335
0.034 6.5 88.0 0.156 0.028 83.6 205 288 205 8 B2 150 335 0.381 272 (a) 163 Actual L/d
0.039 7.5 96.0 0.156 0.027 91.2 216 288 ~ 8 T1 150 335 0.349 296 (a) 172 37.50
placed in edge strips
OUTPUT/SUMMARY PROVIDE MAIN STEEL ADDITIONAL TORSION STEEL X direction Y direction CHECKS
Lx > Ly
EDGE 3 A, 12-14 R8 @ 150 T1
EDGE 4 12, A-B R8 @ 150 T2
Ly = 3.3 m
See Figure 3.8 and clauses 3.5.3.5-6
Edge 3
EDGE 2 Continuous EDGE 3 Free EDGE 4 Free
BS8110 Reference Table 3.14
MAIN STEEL ßs M d k' k Z As req As min As deflection
BAR Ø < COVER
SINGLY REINFORCED
MIN SPACING
MAX SPACING
DEFLECTION
FAILS
OK
OK
OK
OK
OK
GLOBAL STATUS Fails on Lx > Ly,