Foundations

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Content

Project:

1517_Bicester Heritage

Date:

May 2015

Section:

Mezzanine floor pad foundations

GL D2

GL F4

GL F3

Length

1.30

Length

1.00

Length

Width

1.10

Width

1.00

Width

0.75
0.75

Depth

0.40

Depth

0.40

Depth

0.50

Edge distance

0.25

Edge distance

0.15

Edge distance

0.25

kN

kNm

Element

kN

kNm

Element

kN

kNm

Column

65.70

16.43

Column

38.70

5.81

Column

22.70

5.68

Self weight

13.73

8.92

9.60

4.80

Self weight

6.75

2.53

Total

79.43

25.35

48.30

10.61

29.45

8.21

Self weight
Total

Total

Eccentricity from CL

0.33 >L/6

Eccentricity from CL

0.28 >L/6

Eccentricity from CL

L/6

0.22

L/6

0.17

L/6

K

2.72

K

3.04

K

Qn

150.84 kN/m2

Qn

146.65 kN/m2

Qn

0.10 <L/6
0.13
1.77

1.43

92.71 kN/m2
75.06 kN/m2

Reinforcement Requirements
Assume Qn acts uniformally across underside of pad
Design as inverted cantilever
Cantilever
Mmax
Cover

1.05 m
83.15 kNm
50.00 mm

Deff

350.00 mm

fy

500.00 N/mm2

As req

574.89 mm2

Use 2No. Layers A393 mesh at 50mm cover _ As provided = 786mm2

HAUSI
78 York Street, London, W1H 1DP
[email protected]
+44 (0) 7779 259 854

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