Archive Magazine CD 1995/Archive Magazine CD 1995.iso/discs/prog_disc/volume_6/issue_03/comment/loadings/Template

Text File | 1992-11-11 | 7.1 KB | 1,155 lines

%OP%TNN
%OP%WRN
%OP%TH1
%OP%DFT
%OP%PL70
%OP%PS1
%OP%TM2
%OP%HM0
%OP%FM0
%OP%BM2
%OP%LM14
%OP%RN100
%OP%RB0.001
%OP%PZA1A8
%OP%PZA10C10
%OP%PZA22C22
%OP%PZA33A33
%OP%PZA35A35
%OP%PZA37A38
%OP%PZB17C17
%OP%PZC13C13
%OP%PZC15C16
%OP%PZC20C20
%OP%PZC33C33
%OP%PZC39C43
%OP%PZC45C45
%OP%PZE10E10
%OP%PZE19M19
%OP%PZE20N20
%OP%PZE22N22
%OP%PZE33F33
%OP%PZE40E44
%OP%PZE45F45
%OP%PZE48F48
%OP%PZF1F5
%OP%PZF7F7
%OP%PZF13F13
%OP%PZH1H1
%OP%PZH10I10
%OP%PZH13L13
%OP%PZH30N30
%OP%PZH45H45
%OP%PZH48H48
%OP%PZI2I5
%OP%PZI18I18
%OP%PZI24L24
%OP%PZI29N29
%OP%PZI33J33
%OP%PZJ45N45
%OP%PZJ48N48
%OP%PZK1M1
%OP%PZK2L2
%OP%PZK3M3
%OP%PZK4L4
%OP%PZK5M5
%OP%PZK16L18
%OP%PZL6M8
%OP%PZL9L9
%OP%PZL10M11
%OP%PZL12L12
%OP%PZL14L15
%OP%PZL21L21
%OP%PZL23N23
%OP%PZL25L28
%OP%PZL31L34
%OP%PZL35M35
%OP%PZL36L44
%OP%PZL46M46
%OP%PZL47L47
%OP%PZL49L50
%OP%PZL51N51
%OP%PZL52M52
%OP%PZL53L65
%OP%PZP1P4
%OP%PZP6P6
%OP%PZP7Q10
%OP%PZP11P16
%OP%PZP17Q18
%OP%PZP20P20
%OP%PZP21Q21
%OP%PZP22P24
%OP%PZP25Q26
%OP%PZP27R29
%CO:A,8,111%%H2%Richard Fallas & Associates%H2%
%H2%Consulting Engineers%H2%
Shakespeare Court,
Grendon Underwood,
Bucks. HP18 0ST Tel:[phone]
=======================================================================================================================
J O I S T   D E S I G N   S H E E T
_______________________________________________________________________________________

Span :











UDL's :










Peak Moment :

Trial Section :

Approximate Mid-Span
Deflection :



























%CO:B,7,103%








%V%%R%Q6






   A




%V%%R%if(Q8>0,"w1 : "," ")
%V%%R%if(Q11>0,"w2 : "," ")










































%CO:C,8,96%








m


  |<----------------

_____________________________________________________________________
  %H1%/\%H1%
//////


KN/m

%V%%L%if(Q8>0,Q8," ")
%V%%L%if(Q11>0,Q11," ")









%V%%R%dmax(I30K30,'J30>0')

 @Q12@@@x@Q13@@@ @ @Q14@  centres



w1 :
%V%%L%if($C23>0,"w2 :","")
%V%%L%if($C26>0,"P1 :","")
%V%%L%if($C27>0,"P2 :","")
%V%%L%if($C28>0,"P3 :","")

Total:




















%CO:D,0,0%




































%V%%R%%D3%1000*$C22*($F22-$E22)*(8*$H$13^3-4*$H$13*($F22-$E22)^2+($F22-$E22)^3)/(384*$Q$20*$Q$28)



























%CO:E,8,86%








Effective Span :








%C%Starts
%C%m

%V%%C%if($C22>0,Q9,"")










KN.m





%V%%R%%D4%0.1*$C22*($F22-$E22)*((8*$H$13^3)-(4*$H$13*($F22-$E22)^2)+(($F22-$E22)^3))/(384*$Q$20*$Q$28)
%V%%R%%D4%if($C23>0,100*$C23*$J$37*($F23-$E23)*(8*$H$13^3-4*$H$13*($F23-$E23)^2+($F23-$E23)^3)/(384*$Q$20*$Q$27),"")
%V%%R%%D4%if($C26>0,100*$C26*$H$13^3*(3*$E26/$H$13-4*($E26/$H$13)^3)/(48*$Q$20*$Q$27),"")
%V%%R%%D4%if($C27>0,100*$C27*$H$13^3*(3*$E27/$H$13-4*($E27/$H$13)^3)/(48*$Q$20*$Q$27),"")
%V%%R%%D4%if($C28>0,1000*$C28*$H$13^3*(3*$E28/$H$13-4*($E28/$H$13)^3)/(48*$Q$20*$Q$27),"")
--------
%V%%R%%D4%sum(E39E43)


M of R =

















%CO:F,10,76%| Project :
| Part of
| Structure :
|
| Calculations by :

 E T         C A L C U L A T I O N S





----------





%C%Ends
%C%m

%V%%C%if(Q10>0,Q10," ")










Max Reaction :











m


%V%%R%%D2%Q26

















%CO:G,8,36%

















%C%Peak
%C%Moment

%V%%C%if($C22>0,$C22*($H22^2-$E22^2)/2,"")
%V%%C%if(B23>0,$C23*($H23^2-$E23^2)/2,"")










































%CO:H,10,28%%V%%R%Q1








%V%%R%Q6+0.15


%V%%L%H10





%C%@
%C% m

%V%%C%if($C22>0,($M22/$C22)+$E22,"")
%V%%C%if(C23>0,($M23/$C23)+$E23,"")






Total M :




Z%H5%xx%H5% = @Q21@@cm%H6%3%H6%









equivalent to 1 in


KN.m

















%CO:I,12,18%

%V%%R%$Q$3

RMF




m


------------




Moments  (KN.m)
¼ span
%V%%C%%D3%H13/4

%V%%C%$M22*$I$20-(if((($I$20>$E22)&($I$20<$F22)),($C22*($I$20-$E22)^2/2),0))-(if($I$20>$F22,$C22*($F22-$E22)*($I$20-($E22+($F22-$E22)/2)),0))
%V%%C%if($C23>0,$M23*$I$20-(if((($I$20>$E23)&($I$20<$F23)),($C23*($I$20-$E23)^2/2),0))-(if($I$20>$F23,$C23*($F23-$E23)*($I$20-($E23+($F23-$E23)/2)),0)),"")
%V%%C%if($C24>0,$M24*$I$20-(if((($I$20>$E24)&($I$20<$F24)),($C24*($I$20-$E24)^2/2),0))-(if($I$20>$F24,$C24*($F24-$E24)*($I$20-($E24+($F24-$E24)/2)),0)),"")




 ---------
%V%%C%%D2%sum(I22I28)


%V%%R%dmax(M30N30,'M30>0')
































%CO:J,8,18%











----------------





½ span
%V%%C%%D3%H13/2

%V%%C%$M22*$J$20-(if((($J$20>$E22)&($J$20<$F22)),($C22*($J$20-$E22)^2/2),0))-(if($J$20>$F22,$C22*($F22-$E22)*($J$20-($E22+($F22-$E22)/2)),0))
%V%%C%if($C23>0,$M23*$J$20-(if((($J$20>$E23)&($J$20<$F23)),($C23*($J$20-$E23)^2/2),0))-(if($J$20>$F23,$C23*($F23-$E23)*($J$20-($E23+($F23-$E23)/2)),0)),"")
%V%%C%if($C24>0,$M24*$J$20-(if((($J$20>$E24)&($J$20<$F24)),($C24*($J$20-$E24)^2/2),0))-(if($J$20>$F24,$C24*($F24-$E24)*($J$20-($E24+($F24-$E24)/2)),0)),"")




---------
%V%%C%sum(J22J28)


KN

MoR = @Q26@@ KN.m









%V%%R%%D0%$H13/$E45


%V%%R%if(F48>=K48,">","<")

















%CO:K,12,11%| Job ref:
|
| Sheet :
|
| Date :







-->|


  %H1%/\%H1%
//////  B

¾ span
%V%%C%%D3%H13*3/4

%V%%C%$M22*$K$20-(if((($K$20>$E22)&($K$20<$F22)),($C22*($K$20-$E22)^2/2),0))-(if($K$20>$F22,$C22*($F22-$E22)*($K$20-($E22+($F22-$E22)/2)),0))
%V%%C%if($C23>0,$M23*$K$20-(if((($K$20>$E23)&($K$20<$F23)),($C23*($K$20-$E23)^2/2),0))-(if($K$20>$F23,$C23*($F23-$E23)*($K$20-($E23+($F23-$E23)/2)),0)),"")
%V%%C%if($C24>0,$M24*$K$20-(if((($K$20>$E24)&($K$20<$F24)),($C24*($K$20-$E24)^2/2),0))-(if($K$20>$F24,$C24*($F24-$E24)*($K$20-($E24+($F24-$E24)/2)),0)),"")




 --------
%V%%C%sum(K22K28)














%V%%R%if(J45>360,"> 360","< 360")


%V%%R%C33

















%CO:L,1,0%|
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%CO:M,13,28%%V%%R%Q2

%V%%C%Q4

@d@@@@@
=============================
   O U T P U T
___________________________

   NB: Calculations
   relate to  BS 5268







 Reactions  (KN)
    A

%V%%C%($C22*($F22-$E22)/$H$13)*((($F22-$E22)/2)+$H$13-$F22)
%V%%C%if(C23>0,($C23*($F23-$E23)/$H$13)*((($F23-$E23)/2)+$H$13-$F23),"")





-----------
%V%%C%sum(M22M28)




  E = @Q20@@ KN/mm%H6%2%H6%



  Deflection for Live
  Load and Dead Load




   Section


   Section


  :.  USE:
==========================













%CO:N,15,16%


















   B

%V%%C%($C22*($F22-$E22)/$H13)*((($F22-$E22)/2)+$E22)
%V%%C%if($C23>0,($C23*($F23-$E23)/$H$13)*((($F23-$E23)/2)+$E23),"")





---------
%V%%C%sum(N22N28)














%V%%L%if($J45>360,"Adequate","Inadequate")


%V%%L%if(F48>=K48,"Adequate","Inadequate")


%V%%R%if((J45>360&F48>K48),C35,"")














%CO:O,2,2%




























%CO:P,12,12%Job
Job No
PartofStruct
SheetNo

clearspan
l
w1
w1a
w1b
Joists:
breadth B
depth  D
spacing
Live Load
Dead Load
Total :
ie w/joist

Youngs Mod E
Modulus, z
Permissible
Stress :
factors
ie stress  :
Mom. of Res:
App. Mom.  :
Ixx :
Defln     1:















%CO:Q,12,0%NCS
999
Floor Joists
1

%V%%R%2.85
%V%%R%H10
%V%%R%Q18
%V%%R%0
%V%%R%Q7

%V%%R%%D0%50
%V%%R%%D0%175
%V%%R%%D0%400
%V%%R%1.52
%V%%R%0.6
%V%%R%sum(Q15Q16)
%V%%R%Q17*Q14/1000

%V%%R%%D2%8.8
%V%%R%Q12*Q13*Q13/(6*1000000)

%V%%R%5.3
%V%%R%1.1
%V%%R%Q23*Q24
%V%%R%Q25*Q21
%V%%R%J30
%V%%R%Q12*Q13*Q13*Q13/(12*10000000)
%V%%C%$J$45















%CO:R,9,0%

























%V%%R%if(Q26>Q27,"Adequate","Inadequate")
x 10 E6
%V%%R%$N$45