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某英国规范计算书.doc

1、 Structural Calculations Using MasterSeries PowerPad Project Name Address 1 Address 2 Address 3 Architect Architect Name Location Location Location Structural Engineers MasterSeries User Company 1 Circular Road Newtownabbey, Co. Antrim, BT37 0RA e-mail:

2、 Sales@MasterSeries.co.uk Tel: (028) 9036 5950 Fax: (028) 9036 5102 Project No: P12345 December 1997 V.A.T. Reg. No. ___ ____ __ End of Cover Page {{[[DataFile!£!!£!!£!!£! Sub-Heading1 Foundation loads to wall number 1 [[;]] +Comment [[;]] +Comment [[;]] Sub

3、Heading1 Loadings [[;]] +Comment [[;]] Sub-Heading1 External cladding [[;]] >Single skin of brickwork Wall DL=2.1 kN/m² ® [[;]] >Wall height H=13 m ® [[;]] +Comment [[;]] Wall load per m=Wall DL*H ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Ground floor loads (Beam and block floor)

4、[[;]] [[;]] >Dead load Floor DL=5.42 kN/m² ® [[;]] >Live load general Floor LL1=1.5 kN/m² ® [[;]] >Live load corridors Floor LL2=3.0 kN/m² ® [[;]] +Comment [[;]] >supporting width for general load B1=2.9 m ® [[;]] >supporting width for corridor load B2=0 m ® [[;]] +Comment [[;]] Groun

5、d floor load per m=(Floor DL*(B1+B2))+((Floor LL1*B1)+(Floor LL2*B2)) ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Timber framed loadings [[;]] >Frame load per m Frame load=45 kN/m ® [[;]] +Comment [[;]] Sub-Heading1 Total load per m [[;]] Total=Wall load per m+Ground floor load per m+Frame

6、 load ® ® kN/m Unfactored[[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Foundation loads to wall number 2 [[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Loadings [[;]] +Comment [[;]] Sub-Heading1 External cladding [[;]] >Single skin of brickwork Wall DL=2.1 kN/m² ® [[;]] >W

7、all height H=13 m ® [[;]] +Comment [[;]] Wall load per m=Wall DL*H ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Timber framed loadings [[;]] >Frame load per m Frame load=35 kN/m ® [[;]] +Comment [[;]] Sub-Heading1 Total load per m [[;]] Total=Wall load per m+Frame load ® ® kN/m Unfactor

8、ed[[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Foundation loads to wall number 3 [[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Loadings [[;]] +Comment [[;]] Sub-Heading1 External cladding [[;]] >Single skin of brickwork Wall DL=2.1 kN/m² ® [[;]] >Wall height H=0 m ® [[;

9、]] +Comment [[;]] Wall load per m=Wall DL*H ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Ground floor loads (Beam and block floor) [[;]] [[;]] >Dead load Floor DL=5.42 kN/m² ® [[;]] >Live load general Floor LL1=1.5 kN/m² ® [[;]] >Live load corridors Floor LL2=3.0 kN/m² ® [[;]] +Comment

10、 [[;]] >supporting width for general load B1=5.4 m ® [[;]] >supporting width for corridor load B2=0 m ® [[;]] +Comment [[;]] Ground floor load per m=(Floor DL*(B1+B2))+((Floor LL1*B1)+(Floor LL2*B2)) ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Timber framed loadings [[;]] >Frame load per

11、m Frame load=30 kN/m ® [[;]] +Comment [[;]] Sub-Heading1 Total load per m [[;]] Total=Wall load per m+Ground floor load per m+Frame load ® ® kN/m Unfactored[[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Foundation loads to wall number 4 [[;]] +Comment [[;]] +Comment [[;]] Sub-H

12、eading1 Loadings [[;]] +Comment [[;]] Sub-Heading1 External cladding [[;]] >Single skin of brickwork Wall DL=2.1 kN/m² ® [[;]] >Wall height H=0 m ® [[;]] +Comment [[;]] Wall load per m=Wall DL*H ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Ground floor loads (Beam and block floor) [[;

13、]] [[;]] >Dead load Floor DL=5.42 kN/m² ® [[;]] >Live load general Floor LL1=1.5 kN/m² ® [[;]] >Live load corridors Floor LL2=3.0 kN/m² ® [[;]] +Comment [[;]] >supporting width for general load B1=0 m ® [[;]] >supporting width for corridor load B2=0 m ® [[;]] +Comment [[;]] Ground flo

14、or load per m=(Floor DL*(B1+B2))+((Floor LL1*B1)+(Floor LL2*B2)) ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Timber framed loadings [[;]] >Frame load per m Frame load=50 kN/m ® [[;]] +Comment [[;]] Sub-Heading1 Total load per m [[;]] Total=Wall load per m+Ground floor load per m+Frame load

15、 ® ® kN/m Unfactored[[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Foundation loads to wall number 5 [[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Loadings [[;]] +Comment [[;]] Sub-Heading1 External cladding [[;]] >Single skin of brickwork Wall DL=2.1 kN/m² ® [[;]] >Wall h

16、eight H=0 m ® [[;]] +Comment [[;]] Wall load per m=Wall DL*H ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Ground floor loads (Beam and block floor) [[;]] [[;]] >Dead load Floor DL=5.42 kN/m² ® [[;]] >Live load general Floor LL1=1.5 kN/m² ® [[;]] >Live load corridors Floor LL2=3.0 kN/m²

17、® [[;]] +Comment [[;]] >supporting width for general load B1=0 m ® [[;]] >supporting width for corridor load B2=0 m ® [[;]] +Comment [[;]] Ground floor load per m=(Floor DL*(B1+B2))+((Floor LL1*B1)+(Floor LL2*B2)) ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Timer framed loadings [[;]] >

18、Frame load per m Frame load=35 kN/m ® [[;]] +Comment [[;]] Sub-Heading1 Total load per m [[;]] Total=Wall load per m+Ground floor load per m+Frame load ® ® kN/m Unfactored[[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Foundation loads to wall number 6 [[;]] +Comment [[;]] +Comment

19、 [[;]] Sub-Heading1 Loadings [[;]] +Comment [[;]] Sub-Heading1 External cladding [[;]] >Single skin of brickwork Wall DL=2.1 kN/m² ® [[;]] >Wall height H=0 m ® [[;]] +Comment [[;]] Wall load per m=Wall DL*H ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Ground floor loads (Beam and blo

20、ck floor) [[;]] [[;]] >Dead load Floor DL=5.42 kN/m² ® [[;]] >Live load general Floor LL1=1.5 kN/m² ® [[;]] >Live load corridors Floor LL2=3.0 kN/m² ® [[;]] +Comment [[;]] >supporting width for general load B1=3.3 m ® [[;]] >supporting width for corridor load B2=1.4 m ® [[;]] +Comment

21、 [[;]] Ground floor load per m=(Floor DL*(B1+B2))+((Floor LL1*B1)+(Floor LL2*B2)) ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Timber framed loadings [[;]] >Frame load per m Frame load=20 kN/m ® [[;]] +Comment [[;]] Sub-Heading1 Total load per m [[;]] Total=Wall load per m+Ground floor lo

22、ad per m+Frame load ® ® kN/m Unfactored[[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Foundation loads to wall number 7 [[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Loadings [[;]] +Comment [[;]] Sub-Heading1 External cladding [[;]] >Single skin of brickwork Wall DL=2.1 kN/

23、m² ® [[;]] >Wall height H=0 m ® [[;]] +Comment [[;]] Wall load per m=Wall DL*H ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Ground floor loads (Beam and block floor) [[;]] [[;]] >Dead load Floor DL=5.42 kN/m² ® [[;]] >Live load general Floor LL1=1.5 kN/m² ® [[;]] >Live load corridors F

24、loor LL2=3.0 kN/m² ® [[;]] +Comment [[;]] >supporting width for general load B1=2.1 m ® [[;]] >supporting width for corridor load B2=1.4 m ® [[;]] +Comment [[;]] Ground floor load per m=(Floor DL*(B1+B2))+((Floor LL1*B1)+(Floor LL2*B2)) ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Timber f

25、ramed loadings [[;]] >Frame load per m Frame load=20 kN/m ® [[;]] +Comment [[;]] Sub-Heading1 Total load per m [[;]] Total=Wall load per m+Ground floor load per m+Frame load ® ® kN/m Unfactored[[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Foundation loads to wall number 8 [[;]] +C

26、omment [[;]] +Comment [[;]] Sub-Heading1 Loadings [[;]] +Comment [[;]] Sub-Heading1 External cladding [[;]] >Single skin of brickwork Wall DL=2.1 kN/m² ® [[;]] >Wall height H=0 m ® [[;]] +Comment [[;]] Wall load per m=Wall DL*H ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Ground f

27、loor loads (Beam and block floor) [[;]] [[;]] >Dead load Floor DL=5.42 kN/m² ® [[;]] >Live load general Floor LL1=1.5 kN/m² ® [[;]] >Live load corridors Floor LL2=3.0 kN/m² ® [[;]] +Comment [[;]] >supporting width for general load B1=4.8 m ® [[;]] >supporting width for corridor load B2=

28、0 m ® [[;]] +Comment [[;]] Ground floor load per m=(Floor DL*(B1+B2))+((Floor LL1*B1)+(Floor LL2*B2)) ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Timber framed loadings [[;]] >Frame load per m Frame load=0 kN/m ® [[;]] +Comment [[;]] Sub-Heading1 Total load per m [[;]] Total=Wall load

29、per m+Ground floor load per m+Frame load ® ® kN/m Unfactored[[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Foundation loads to wall number 9 [[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Loadings [[;]] +Comment [[;]] Sub-Heading1 External cladding [[;]] >Single skin of bric

30、kwork Wall DL=2.1 kN/m² ® [[;]] >Wall height H=0 m ® [[;]] +Comment [[;]] Wall load per m=Wall DL*H ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Ground floor loads (Beam and block floor) [[;]] [[;]] >Dead load Floor DL=5.42 kN/m² ® [[;]] >Live load general Floor LL1=1.5 kN/m² ® [[;]] >

31、Live load corridors Floor LL2=3.0 kN/m² ® [[;]] +Comment [[;]] >supporting width for general load B1=0 m ® [[;]] >supporting width for corridor load B2=1.0 m ® [[;]] +Comment [[;]] Ground floor load per m=(Floor DL*(B1+B2))+((Floor LL1*B1)+(Floor LL2*B2)) ® ® kN/m [[;]] +Comment [[;]] Su

32、b-Heading1 Timber framed loadings [[;]] >Frame load per m Frame load=50 kN/m ® [[;]] +Comment [[;]] Sub-Heading1 Total load per m [[;]] Total=Wall load per m+Ground floor load per m+Frame load ® ® kN/m Unfactored[[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Foundation loads to wall

33、number 10 [[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Loadings [[;]] +Comment [[;]] Sub-Heading1 External cladding [[;]] >Single skin of brickwork Wall DL=2.1 kN/m² ® [[;]] >Wall height H=0 m ® [[;]] +Comment [[;]] Wall load per m=Wall DL*H ® ® kN/m [[;]] +Comment [[;]] S

34、ub-Heading1 Ground floor loads (Beam and block floor) [[;]] [[;]] >Dead load Floor DL=5.42 kN/m² ® [[;]] >Live load general Floor LL1=1.5 kN/m² ® [[;]] >Live load corridors Floor LL2=3.0 kN/m² ® [[;]] +Comment [[;]] >supporting width for general load B1=2.6 m ® [[;]] >supporting width f

35、or corridor load B2=0.7 m ® [[;]] +Comment [[;]] Ground floor load per m=(Floor DL*(B1+B2))+((Floor LL1*B1)+(Floor LL2*B2)) ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Timber framed loadings [[;]] >Frame load per m Frame load=40 kN/m ® [[;]] +Comment [[;]] Sub-Heading1 Total load per m

36、 [[;]] Total=Wall load per m+Ground floor load per m+Frame load ® ® kN/m Unfactored[[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Foundation loads to wall number 11 [[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Loadings [[;]] +Comment [[;]] Sub-Heading1 External cladding [[

37、]] >Single skin of brickwork Wall DL=2.1 kN/m² ® [[;]] >Wall height H=0 m ® [[;]] +Comment [[;]] Wall load per m=Wall DL*H ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Ground floor loads (Beam and block floor) [[;]] [[;]] >Dead load Floor DL=5.42 kN/m² ® [[;]] >Live load general Floor

38、LL1=1.5 kN/m² ® [[;]] >Live load corridors Floor LL2=3.0 kN/m² ® [[;]] +Comment [[;]] >supporting width for general load B1=2.1 m ® [[;]] >supporting width for corridor load B2=0 m ® [[;]] +Comment [[;]] Ground floor load per m=(Floor DL*(B1+B2))+((Floor LL1*B1)+(Floor LL2*B2)) ® ® kN/m [[

39、]] +Comment [[;]] Sub-Heading1 Timber framed loadings [[;]] >Frame load per m Frame load=40 kN/m ® [[;]] +Comment [[;]] Sub-Heading1 Total load per m [[;]] Total=Wall load per m+Ground floor load per m+Frame load ® ® kN/m Unfactored[[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 F

40、oundation loads to wall number 12 [[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Loadings [[;]] +Comment [[;]] Sub-Heading1 External cladding [[;]] >Single skin of brickwork Wall DL=2.1 kN/m² ® [[;]] >Wall height H=13 m ® [[;]] +Comment [[;]] Wall load per m=Wall DL*H ® ® kN/m

41、[[;]] +Comment [[;]] Sub-Heading1 Ground floor loads (Beam and block floor) [[;]] [[;]] >Dead load Floor DL=5.42 kN/m² ® [[;]] >Live load general Floor LL1=1.5 kN/m² ® [[;]] >Live load corridors Floor LL2=3.0 kN/m² ® [[;]] +Comment [[;]] >supporting width for general load B1=0 m ® [[

42、]] >supporting width for corridor load B2=0 m ® [[;]] +Comment [[;]] Ground floor load per m=(Floor DL*(B1+B2))+((Floor LL1*B1)+(Floor LL2*B2)) ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Timber framed loadings [[;]] >Frame load per m Frame load=50 kN/m ® [[;]] +Comment [[;]] Sub-Headin

43、g1 Total load per m [[;]] Total=Wall load per m+Ground floor load per m+Frame load ® ® kN/m Unfactored[[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Foundation loads to wall number 13 [[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Loadings [[;]] +Comment [[;]] Sub-Heading1 E

44、xternal cladding [[;]] >Single skin of brickwork Wall DL=2.1 kN/m² ® [[;]] >Wall height H=13 m ® [[;]] +Comment [[;]] Wall load per m=Wall DL*H ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Ground floor loads (Beam and block floor) [[;]] [[;]] >Dead load Floor DL=5.42 kN/m² ® [[;]] >Li

45、ve load general Floor LL1=1.5 kN/m² ® [[;]] >Live load corridors Floor LL2=3.0 kN/m² ® [[;]] +Comment [[;]] >supporting width for general load B1=2.1 m ® [[;]] >supporting width for corridor load B2=0 m ® [[;]] +Comment [[;]] Ground floor load per m=(Floor DL*(B1+B2))+((Floor LL1*B1)+(Floo

46、r LL2*B2)) ® ® kN/m [[;]] +Comment [[;]] Sub-Heading1 Timber framed loadings [[;]] >Frame load per m Frame load=50 kN/m ® [[;]] +Comment [[;]] Sub-Heading1 Total load per m [[;]] Total=Wall load per m+Ground floor load per m+Frame load ® ® kN/m Unfactored[[;]] +Comment [[;]] +Comment

47、 [[;]] EndData]]}} Foundation loads to wall number 1 Loadings External cladding Single skin of brickwork Wall DL=2.1 kN/m² Wall height H=13 m Wall load per m=Wall DLH 2.113 27.3 kN/m Ground floor loads (Beam and block floor) Dead load Floor DL=5.42 kN/m² Live load gene

48、ral Floor LL1=1.5 kN/m² Live load corridors Floor LL2=3.0 kN/m² supporting width for general load B1=2.9 m supporting width for corridor load B2=0 m Ground floor load per m=(Floor DL (B1+B2))+((Floor LL1B1)+(Floor LL2B2)) (5.42 (2.9+0))+((1.52.9)+(30)) 20.068 kN/m Timber fr

49、amed loadings Frame load per m Frame load=45 kN/m Total load per m Total=Wall load per m+Ground floor load per m+Frame load 27.3+20.068+45 92.368 kN/m Unfactored Foundation loads to wall number 2 Loadings External cladding Single skin of brickwork Wall DL=2.1 kN/m²

50、 Wall height H=13 m Wall load per m=Wall DLH 2.113 27.3 kN/m Timber framed loadings Frame load per m Frame load=35 kN/m Total load per m Total=Wall load per m+Frame load27.3+35 62.3 kN/m Unfactored Foundation loads to wall number 3 Loadings External cladding

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