Shear
4
Sheet1 Page 1 DETERMINE C.G. FR EACH FLOOR COL. b X Y SOLID * X * Y REP * X * Y REP ROOF * X * Y ROOF C1 35.0 3.2 21.1 0.0 0.0 0.0 1.4 4.4 29.5 1.9 6.1 40.6 1.9 C2 35.0 5.1 21.1 0.0 0.0 0.0 27.0 138.2 569.7 37.1 189.9 782.7 37.1 C3 35.0 9.1 19.8 7.1 64.5 140.6 28.3 257.2 560.3 38.9 353.4 769.8 38.9 C4 35.0 14.0 21.1 0.0 0.0 0.0 25.4 355.6 535.9 34.9 488.5 736.3 34.9 C5 35.0 18.8 19.8 14.7 276.7 291.1 16.0 301.1 316.8 22.0 413.7 435.2 22.0 C6 35.0 0.4 19.7 11.5 4.6 226.9 8.5 3.4 167.7 11.7 4.7 230.4 11.7 C7 35.0 4.0 17.0 28.9 115.9 491.0 37.4 150.0 635.4 51.4 206.0 873.0 51.4 C8 35.0 8.7 17.0 15.6 135.9 265.0 15.7 136.7 266.7 21.6 187.9 366.5 21.6 C9 35.0 0.2 16.7 20.6 3.1 344.4 15.7 2.4 262.5 21.6 3.2 360.6 21.6 C10 35.0 15.2 15.2 24.8 375.7 375.7 24.3 368.1 368.1 33.4 505.8 505.8 16.7 C11 35.0 18.8 15.8 20.4 383.9 321.7 25.0 470.5 394.3 34.3 646.4 541.6 17.2 C12 35.0 0.2 13.1 34.7 5.2 454.6 17.8 2.7 233.2 24.5 3.7 320.4 12.2 C17 35.0 15.5 11.6 22.1 341.4 256.6 20.8 321.4 241.5 28.6 441.5 331.8 0.0 C18 35.0 18.8 11.6 19.7 370.8 228.7 19.0 357.6 220.6 26.1 491.3 303.1 0.0 C20 35.0 10.4 9.8 21.8 225.8 213.2 37.1 384.4 362.8 51.0 528.0 498.5 0.0 C21 35.0 14.0 9.8 12.7 177.8 124.2 37.1 519.4 362.8 51.0 713.6 498.5 0.0 C22 35.0 0.2 8.6 32.4 4.9 277.4 16.7 2.5 143.0 22.9 3.4 196.4 0.0 C23 35.0 3.6 8.6 35.3 126.7 302.2 30.4 109.1 260.2 41.8 149.9 357.5 0.0 C24 35.0 15.5 8.2 20.7 319.8 170.6 17.6 271.9 145.0 24.2 373.6 199.2 0.0 C25 35.0 18.8 8.6 16.3 306.8 139.5 19.0 357.6 162.6 26.1 491.3 223.4 0.0 C26 35.0 9.1 5.4 24.0 218.2 130.3 21.1 191.8 114.6 29.0 263.5 157.4 0.0 C27 35.0 10.9 6.2 13.0 141.2 80.3 17.4 189.0 107.5 23.9 259.6 147.7 0.0 C28 35.0 0.4 4.7 23.5 9.4 110.0 13.4 5.4 62.7 18.4 7.4 86.2 0.0 C29 35.0 3.6 4.7 31.0 111.3 145.1 15.4 55.3 72.1 21.2 76.0 99.0 0.0 C30 35.0 15.5 4.7 18.6 287.4 87.0 12.0 185.4 56.2 16.5 254.7 77.2 0.0 C31 35.0 18.8 4.4 9.7 182.6 42.2 19.2 361.3 83.5 26.4 496.4 114.7 0.0 C32 35.0 0.2 1.6 7.0 1.1 11.4 9.0 1.4 14.7 12.4 1.9 20.2 0.0 C33 35.0 5.1 1.3 0.0 0.0 0.0 19.9 101.9 25.9 27.3 140.0 35.5 0.0 C34 35.0 9.1 1.6 7.6 69.1 12.4 25.7 233.6 41.9 35.3 320.9 57.6 0.0 C35 35.0 13.3 1.3 8.6 114.0 11.2 27.3 362.0 35.5 37.5 497.3 48.8 0.0 C36 35.0 18.8 1.6 3.8 71.5 6.2 8.6 161.9 14.0 11.8 222.4 19.3 0.0 s1 12.2 12.7 60.0 733.2 759.0 60.0 733.2 759.0 82.4 1007.3 1042.7 10.0 s2 4.2 10.4 45.0 190.8 467.6 45.0 190.8 467.6 61.8 262.1 642.3 0.0 s3 8.5 8.0 40.0 339.2 320.0 40.0 339.2 320.0 55.0 466.0 439.6 20.0 s4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.0 s5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 SUM. 651.1 5708.4 6806.1 774.2 7626.3 8413.9 1063.6 10477.3 11559.3 334.1
-
Upload
abo-mohammed-al-taiy -
Category
Documents
-
view
212 -
download
0
description
concrete excel
Transcript of Shear
Sheet1
Page 1
DETERMINE C.G. FR EACH FLOOR
COL. b X Y SOLID * X * Y REP * X * Y REP ROOF * X * Y ROOF * X * YC1 35.0 3.2 21.1 0.0 0.0 0.0 1.4 4.4 29.5 1.9 6.1 40.6 1.9 6.1 40.6C2 35.0 5.1 21.1 0.0 0.0 0.0 27.0 138.2 569.7 37.1 189.9 782.7 37.1 189.9 782.7C3 35.0 9.1 19.8 7.1 64.5 140.6 28.3 257.2 560.3 38.9 353.4 769.8 38.9 353.4 769.8C4 35.0 14.0 21.1 0.0 0.0 0.0 25.4 355.6 535.9 34.9 488.5 736.3 34.9 488.5 736.3C5 35.0 18.8 19.8 14.7 276.7 291.1 16.0 301.1 316.8 22.0 413.7 435.2 22.0 413.7 435.2C6 35.0 0.4 19.7 11.5 4.6 226.9 8.5 3.4 167.7 11.7 4.7 230.4 11.7 4.7 230.4C7 35.0 4.0 17.0 28.9 115.9 491.0 37.4 150.0 635.4 51.4 206.0 873.0 51.4 206.0 873.0C8 35.0 8.7 17.0 15.6 135.9 265.0 15.7 136.7 266.7 21.6 187.9 366.5 21.6 187.9 366.5C9 35.0 0.2 16.7 20.6 3.1 344.4 15.7 2.4 262.5 21.6 3.2 360.6 21.6 3.2 360.6C10 35.0 15.2 15.2 24.8 375.7 375.7 24.3 368.1 368.1 33.4 505.8 505.8 16.7 252.9 252.9C11 35.0 18.8 15.8 20.4 383.9 321.7 25.0 470.5 394.3 34.3 646.4 541.6 17.2 323.2 270.8C12 35.0 0.2 13.1 34.7 5.2 454.6 17.8 2.7 233.2 24.5 3.7 320.4 12.2 1.8 160.2C17 35.0 15.5 11.6 22.1 341.4 256.6 20.8 321.4 241.5 28.6 441.5 331.8 0.0 0.0 0.0C18 35.0 18.8 11.6 19.7 370.8 228.7 19.0 357.6 220.6 26.1 491.3 303.1 0.0 0.0 0.0C20 35.0 10.4 9.8 21.8 225.8 213.2 37.1 384.4 362.8 51.0 528.0 498.5 0.0 0.0 0.0C21 35.0 14.0 9.8 12.7 177.8 124.2 37.1 519.4 362.8 51.0 713.6 498.5 0.0 0.0 0.0C22 35.0 0.2 8.6 32.4 4.9 277.4 16.7 2.5 143.0 22.9 3.4 196.4 0.0 0.0 0.0C23 35.0 3.6 8.6 35.3 126.7 302.2 30.4 109.1 260.2 41.8 149.9 357.5 0.0 0.0 0.0C24 35.0 15.5 8.2 20.7 319.8 170.6 17.6 271.9 145.0 24.2 373.6 199.2 0.0 0.0 0.0C25 35.0 18.8 8.6 16.3 306.8 139.5 19.0 357.6 162.6 26.1 491.3 223.4 0.0 0.0 0.0C26 35.0 9.1 5.4 24.0 218.2 130.3 21.1 191.8 114.6 29.0 263.5 157.4 0.0 0.0 0.0C27 35.0 10.9 6.2 13.0 141.2 80.3 17.4 189.0 107.5 23.9 259.6 147.7 0.0 0.0 0.0C28 35.0 0.4 4.7 23.5 9.4 110.0 13.4 5.4 62.7 18.4 7.4 86.2 0.0 0.0 0.0C29 35.0 3.6 4.7 31.0 111.3 145.1 15.4 55.3 72.1 21.2 76.0 99.0 0.0 0.0 0.0C30 35.0 15.5 4.7 18.6 287.4 87.0 12.0 185.4 56.2 16.5 254.7 77.2 0.0 0.0 0.0C31 35.0 18.8 4.4 9.7 182.6 42.2 19.2 361.3 83.5 26.4 496.4 114.7 0.0 0.0 0.0C32 35.0 0.2 1.6 7.0 1.1 11.4 9.0 1.3 14.7 12.4 1.9 20.2 0.0 0.0 0.0C33 35.0 5.1 1.3 0.0 0.0 0.0 19.9 101.9 25.9 27.3 140.0 35.5 0.0 0.0 0.0C34 35.0 9.1 1.6 7.6 69.1 12.4 25.7 233.6 41.9 35.3 320.9 57.6 0.0 0.0 0.0C35 35.0 13.3 1.3 8.6 114.0 11.2 27.3 362.0 35.5 37.5 497.3 48.8 0.0 0.0 0.0C36 35.0 18.8 1.6 3.8 71.5 6.2 8.6 161.9 14.0 11.8 222.4 19.3 0.0 0.0 0.0s1 12.2 12.7 60.0 733.2 759.0 60.0 733.2 759.0 82.4 1007.3 1042.7 10.0 188.2 16.3s2 4.2 10.4 45.0 190.8 467.6 45.0 190.8 467.6 61.8 262.1 642.3 0.0 0.0 0.0s3 8.5 8.0 40.0 339.2 320.0 40.0 339.2 320.0 55.0 466.0 439.6 20.0 84.8 207.8s4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.0 17.0 16.0s5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0
SUM. 651.1 5708.4 6806.1 774.2 7626.3 8413.9 1063.6 10477.3 11559.3 334.1 2721.3 5519.0
X= 8.8 m X= 9.9 m X= 9.9 m X= 8.1 m
Sheet1
Page 2
Y= 10.5 m Y= 10.9 m Y= 10.9 m Y= 16.5 m
