Project
Spreadsheets to BS 8110
Client
Advisory Group
ocation
evel ! " Bea# on Grid $
REINFORCED CONCRETE COUNCIL Made by
Date
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Project
Spreadsheets to BS 8110
Client
Advisory Group
ocation
evel ! " Bea# on Grid $
REINFORCED CONCRETE COUNCIL Made by
%M&
P)S*"*+,S-),+D A,A.S-S / D+S-G, to BS 81101$ )riginated 7ro# %CC;!4
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Supt 6
Supt ;
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0400 0400 0400 0400 0400 0 00
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Project
Spreadsheets to BS 8110
Client ocation
Advisory Group evel ! " Bea# on Grid $
Made by
P)S*"*+,S-),+D A,A.S-S / D+S-G, to BS 81101$
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%e7erence
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Ac > 118'000##!@ top > 1!040+ ##T@ and botto# > 646+ ##T *endons are unbonded@ Ap > 100##!@ 7pu > 1@80 ,##! and $'4 ## 7ro# soUte *here are !; tendons@ jac2ed to 1@60! ,## or $040 7pu Prestress losses at this section are "!@'0;4; 2, at trans7er and "!@!'4 2, longter# ?b Stresses at trans7er M > 6'40 2,# hogging@ and prestressing 7orce > !@$;48 2,
;464'
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;464;
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Project
Spreadsheets to BS 8110
C lient
Advisory Group
REINFORCED CONCRETE COUNCIL Made by
ocation evel ! " Bea# on Grid $
Date
%M&
P)S*"*+,S-),+D A,A.S-S / D+S-G, *) BS 8110 )riginated 7ro# %CC;!4
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Supt 1
Span 1
%ight ;!4! 60040 10'0
1'!64! ;04$ 10;8 ! !;4'0 1!!'0 ;8;46 ;8040 040'1 04'! 1400 1400 1400 1400 1$$1 1601 61!! !86 !$'!4 '8$; $!4' ;68 ;;840 ;;64$ !!041
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Supt !
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Supt 6
e7t 114' 60040 10'0
60040 040 ;8040 040 04168 04000 04'6 04000 1400 0400 1 0 04$ 0 04 0 1$' 0 118! 0 !86 0 !86 !$'!4 !$'!4 ''88 !$'6 11'40 040 ;68 0 !;!4' 040 ;!!4' 040 18'04$ 040
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0
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