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PAX
Axial
MAYBTop
MAZDTop
B DColumn
LeffBColumn
LeffDLo -
Unsupptd
Cover
d'
Steel
Percent-p
Fck
Conc
MEMB
NO.
NODE
NO.
LOAD
CASETON T-M T-M MM MM M M M MM % N/MM
152.95 3.06 4.08 380.00 380.00 5.50 5.50 7.00 52.50 2.00
20.00
2 54.92 1 2.24 12.24 400.00 500.00 5.75 5.75 7.20 40.00 2.93
40.00
173.35 7.14 7.14 300.00 500.00 6.75 6.75 9.00 40.00 2.93
30.00
2 54.92 1 2.24 25.49 400.00 500.00 6.50 6.50 7.00 40.00 2.93
40.00
163.15 9.18 12.24 400.00 6 00.00 1.00 1.00 1.00 52.50 1.27
15.00
254.92 0.00 20.39 450.00 4 50.00 1.00 1.00 1.00 52.50 2.50
25.00
END
5.50
DESIGN OF RCC SQUARE/RECTANGULAR COLUMN
MACRO BY : BIJAY SARKAR,
KOLKATA
COLUMN INPUT DATA
FORCE DATA DIMENSION DATA MATERIAL D
CLICK ON ME TOGET OUTPUT
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20 415
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8. FOR ANY QUERIES, CONTACT MOBILE NUMBER = 09748510409 OF BIJAY
SARKA
3. AFTER PUTTING THE END, CLICK ON "CLICK TO RUN". AND SEE THE
CHANGES
'P' TO 'U' WHICH ARE SELF EXPLANATORY. IRATIO IS INTERACTION
RATIO.
4. PAU = AXIAL FORCE OF MEMBER IN TON, MAY = MOMENT ABOUT Y-AXIS
I
COUNTERED BY B, MAZ = MOMENT ABOUT Z-AXIS IN T-M WHICH IS
COUNTER
FORCES ARE ALL STAAD OUTPUT.
5. KEEP UP THE UNITS AS GIVEN IN EXCEL INPUT FILE.
6. GIVE INPUT FOR CLEAR COVER dc, FCK OF CONCRETE, FY OF
STEEL.
7. THIS IS A GENERAL PROGRAM DEVELOPED FROM BASE OF
STRESS-STRAI
THEREFORE, ANY GRADE OF CONCRETE & STEEL MAY BE GIVEN,
EVEN
AVAILABLE IN SP-16 OR IS CODE.
7. IF U WANT TO DESIGN A SHORT COLUMN, PUT ALL LENGTH OF COLUMN
DATA
ALONG B & D AS 1. L_UNSUPPORTED (Lo) IS PROVIDED TO TAKE
CARE OF MINM.
CASE WHICH IS APPLICABLE FOR SHORT COLUMN ALSO.
1. TOTAL 12 INPUT DATA FOR DESIGN CHECK OF ONE LOAD CASE (FROM
EXCEL
O) IS COMPULSORY TO BE FILLED UP. OTHERS MAY NOT BE FILLED.
INPUSTART FROM CELL C7 i.e. FROM PAU TO Fy.
2. THERE MAY BE SEVERAL CASES OF DATA IN DIFFERENT ROWS. PUT AN
END
LETTERS) AT THE END OF ALL DATA IN COLUMN OF PAU i.e. D COLUMN
TO GIV
THAT YOUR DATA IS FINISHED. SEE THE EXAMPLE INPUT WITH FOR 6
COLUMN.
3. MAXIMUM 8000 ROW OF DATA CAN BE HANDLED AND MINIMUM ONE ROW
OF
AN END TEXT BELOW PAU COLUMN TO GIVE AN INDICATION THAT DATA
INP
THERE SHOULD BE NO VACANT CELL/ROW BEFORE "END" IN INPUT DATA
PORTI
PROCEDURES FOR INPUT FOR RCC COLUMN DESIGN : SHEET1 IS THE MAIN
F
INPUT & OUTPUT
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.
FROM COLUMN
T-M WHICH IS
D BY D. THESE
DIAGRAM AND
HICH ARE NOT
AS 1 i.e. PUT Leff
CCENTRICITY
COLUMN D TO
DATA SHOULD
TEXT (CAPITAL
AN INDICATION
DATA. JUST PUT
T IS COMPLETE.
N.
LE FOR DATA
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d'/D = 0.138158
PuFckBD Mu/FckBD2 Fy = 415.00
p/Fck = 0.10
0.519390582 0.080108890.3125 0.089143394
0.377777778 0.066099689
0.3125 0.089143394
0.444444444 0.057276933
0.49382716 0.087978735
#VALUE! #DIV/0!
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