COLUMN Design RC_Daniel T Li 1 (1).xls

Rectangular Column Calculations Equally Spaced Reinf. on Perimeter   

Project:

Pu $!%& -u $!%.m&

 

Date:

E '(, *)

"oad Case Pu $!%& -u $!%.m&

Page 1 of 1

   

Date Date

#ltimate "oads 1 2 3 4 1450 1450.5 .5 210 2105 5 194 1942. 2.1 1 1753 1753 146.2 46.2 33.7 33.7 152. 152.7 78 95.4 95.4 Case 3:   0.751.4D+1.7L+1.7W!   Case4:   0.751.4D+1.7L+1.87E!

Case 1:   0.9D+1.3W Reinforcement Concrete Case 2:   1.4D+1.7L fy $-Pa& ,'./ fc0 $-Pa& (, "#i$a% Co%&'n Es $-Pa& ())))) cu ).)) Tied Co Tied Co%&'n Do not Do not (onside$ dis#%a(ed Con(. Reinforcement Details Conside$ dis#%a(ed Con(.    & "ocation %o. 1   m Edge ' + / Column Dimensions   m    $    b Edge (  / b $mm& ,)) Side ' 2 Side (  $mm& /* Cover $mm& 3 4s5$b6&

Design

Revised by: Cec!ed by:

Tite

Service "oads Dead Live W ind '()) (*) (+* '+ * '))

Issue:

Side (

   (   e   g    d    E

-u

,) ).))(+(

   '   e   g    d    E

Side '  $mm&

Detailed Calculations c

-n

)

0.0 15.0 15.2 15.5 15.7 27.7 47.2 65.2 81.7 97.6 111.1 123.1 133.6 143.2 150.8 156.9 161.5 165.0 166.8 167.2 165.7 161.7 61.7 156.4 56.4 149.5 49.5 140.1 128.1 114.7 99.0 80.3 55.3 20.8

497 481 465 449 432 416 400 384 367 351 335 319 302 286 270 254 237 221 205 189 172 156 140 124 107 91 75 59 42 26

Pn 2588.105 2588.105 2588.105 2588.105 2588.105 2588.105 2588.105 2588.105 2588.105 2588.105 2565.753 2451.652 2337.238 2215.274 2100.044 19 1 984.31 1867.976 1743.579 1625.588 1506.502 139 1390.51 1272 272.60 .60 1161 161.62 .62 1050 050.61 .61 932.22 .22 804.02 .02 679.84 .84 550.02 409.99 237.0 8.2

0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.70 0.7 0.70 0.7 0.70 0.7 0.70 0.70 0.70 0.70 0.70 0.70 0.77 0.90

 -n

 Pn

0 10.514 10.668 10.834 11.011 19.394 33.032 45.629 57.189 68.336 77.763 86.161 93.534 100.25 .25 105.53 .53 109.8 113.07 115.47 116.74 117.05 116 113.1 13.19 9 109 109.45 .45 104 104.65 .65 98.058 89.648 80.288 69.304 56.234 42.528 18.619

1812 1812 1812 1812 1812 1812 1812 1812 1812 1812 1796 1716 1636 1551 1470 1389 1308 1221 1138 1055 973.36 890.8 90.82 2 813.1 13.13 3 735.4 35.42 2 652.56 562.81 475.88 385 287 182.06 7.3768

*",-E "ECT/ Interaction Diagram $f-n7 fPn&

2500 nte$a(tion nte$a(tion Diag$a' 1450.5 2105

2000

1942.1

1500

1000

500

0

0

20 40 60 80 100 120 120 140 160 160 180