Staircase Reinforcement
Reinforcement ratio = - = 0.0051
1000 x 149
Near support
VRd1 = 0.35 x (1.6 - 0.175) x (1.2 + 40 x 0.0051) x 149 = 104.3 kN 4.3.2.3
Eqn 4.18
1/ > V = 44.9 kN, hence no shear reinforcement required
2.9.7 Deflection
Reinforcement ratio at mid-span = 0.51%
Concrete is lightly stressed, hence basic span/effective depth ratio is 32. Table 4.14
Since f. = 460, this should be modified to:
32 x 400/460 x 754/601 = 34.9 4.4.3.2(4) Actual span/effective depth ratio = 5060/149 = 34 < 34.9 OK
2.9.8 Cracking
As for floor slab in Section 2.3.8
Minimum area of reinforcement = 183 mm2/m 4.4.2.2
Thickness of waist = 175 < 200 mm 4.4.2.3 (1) No further check is necessary.
2.9.9 Tie provisions
E-W internal tie, the minimum area required = 91 mm2/m BS 8110
Total area for staircase = 91 x 3 = 273 mm2
Provide 2T12 tie bars each side of staircase in adjacent slab
2.9.10 Reinforcement details
The reinforcement details are shown in Figure 2.17.
The reinforcement details are shown in Figure 2.17.
Continue reading here: Twoway spanning solid slabs
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