某英国规范计算书.doc

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: [e-mail]
Tel: [phone] Fax: [phone]

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-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) [[;]] [[;]] >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 [[;]] 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=45 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 2 [[;]] +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 [[;]] +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 Unfactored[[;]] +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 ® [[;]] +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 [[;]] >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 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-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 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 ® [[;]] >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-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 5 [[;]] +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 [[;]] 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 ® [[;]] >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 [[;]] >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 [[;]] 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 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=3.3 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 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 load 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/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 Floor 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 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 load per m+Frame load ® ® kN/m Unfactored[[;]] +Comment [[;]] +Comment [[;]] Sub-Heading1 Foundation loads to wall number 8 [[;]] +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 [[;]] 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=4.8 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 m Frame load=0 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 9 [[;]] +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 [[;]] 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 ® [[;]] >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 [[;]] 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 [[;]] Sub-Heading1 Foundation loads to wall 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 [[;]] 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=2.6 m ® [[;]] >supporting width for 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 [[;]] 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 [[;]] >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 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 [[;]] +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 Foundation 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 [[;]] +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 ® [[;]] >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-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 13 [[;]] +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 [[;]] +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=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 [[;]] +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 [[;]] 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 DLŸH 2.1Ÿ13 27.3 kN/m
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
supporting width for general load B1=2.9 m supporting width for corridor load B2=0 m
Ground floor load per m=(Floor DLŸ (B1+B2))+((Floor LL1ŸB1)+(Floor LL2ŸB2)) (5.42Ÿ (2.9+0))+((1.5Ÿ2.9)+(3Ÿ0)) 20.068 kN/m
Timber framed 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 Wall height H=13 m
Wall load per m=Wall DLŸH 2.1Ÿ13 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