column design
DESCRIPTION
design of r.c.c coloumnTRANSCRIPT
(empty)
DESIGN OF COLUMNS :h = 12 (inch)
d = 10 (inch)d' = 2 (inch) As'(comp) = 1.5 (in^2)b = 12 (inch) As(tsionen) = 1.5 (in^2)fc' = 2.2 (ksi)fy = 40 (ksi)
step 1 : for balanced condition:
Pn = Pb = 163.06440945 (kips)
Mn = Mb= 1013.1678315 (kips-in)84.430652629 (kips-ft)
Cb = 6.8503937008 (inch)0.85
ab = 5.8228346457 (inch)
fs' = 61.6 (ksi) COMP STEEL IS YIEDING
fs' (taken) = 61.6 (ksi) ENTER THE VALUE OF fy AS GIVEN IN QuESTION
U must enter the value of fs' here
eb = 6.213298383 (inch)
STEP 2 : Pn & Mn FOR A REPRESETATIVE POINT IN THE TENSION FAILURE REGION C < Cb:choose the value of c less than Cb and enter here
Let c = 4 (inch) a = 3.4 (inch)
COMPRESSION STEEL :
fs' = 43.5 (ksi) COMP STEEL IS YIELDING(NOT OK)
fs'(taken)= 43.5 (ksi) ENTER THE VALUE OF fy AS GIVEN IN QuESTION
u must enter the value of fs' here
TENSION STEEL :
fs = 130.5 (ksi) TENSION STEEL IS YIELDING(OK)fs(taken)= 40 (ksi) ENTER THE VALUE OF fs AS GIVEN IN QuESTION
STEP 3 : Pn & Mn FOR REPRESTATIVE POINT IN COMPRESSION FAILIURE REGION C > Cb :choose the value of c greater than cb
let c = 13 (inch) a = 11.05 (inch)
fs' = 73.615384615 (ksi) COMP STEEL IS YIELDING(OK)
fs'(taken)= 40 (ksi) ENTER THE VALUE OF fs' AS GIVEN IN QUESTION
fs = -20.076923077 (ksi) TENSION STEEL IS NOT YIELDING(OK)fs(taken)= 40 (ksi) ENTER THE VALUE OF fs As FINDED
STEP 4 : Pn WHEN e=0 :
pn = 389.28 (kips)
BY ENGR ABDUL RAZIQUET PESHAWAR
FOR GRAPH :Mn pn e
69.0894 81.546 10.16693 tension failure region84.43065 163.0644 6.213298 balanced failure49.81516 247.962 2.41078 compression failure region
0 389.28 0 e=0
STRENGTH INTERACTION CURVE :
Pn = 163.064 (kips)ENTER THE VALUE OF fy AS GIVEN IN QuESTION Mn = 1013.17 (kips-in)
84.4307 (kips-ft)
e = 6.2133 (in)
STEP 2 : Pn & Mn FOR A REPRESETATIVE POINT IN THE TENSION FAILURE REGION C < Cb: Cb= 6.850394
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Mn (kips-ft)
pn (k
ips)
Pn = 81.546 (kips)Mn = 829.073 (kips-in)
ENTER THE VALUE OF fy AS GIVEN IN QuESTION 69.0894 (kips-ft)
e = 10.1669 (in)
ENTER THE VALUE OF fs AS GIVEN IN QuESTION
STEP 3 : Pn & Mn FOR REPRESTATIVE POINT IN COMPRESSION FAILIURE REGION C > Cb : Cb= 6.850394
pn= 247.962 (kips)Mn= 597.782 (kips-in)
ENTER THE VALUE OF fs' AS GIVEN IN QUESTION 49.8152 (kips-ft)
e = 2.41078 (in)
pn = 389.28 (kips)Mn = 0
e = 0 (in)
tension failure region
compression failure region