14
β1 α1 x Ɛst fst Ɛsc fsc 0 0.666667 0 0.0005 0.681818 0.336111 148.25 0.001996 399.1568 0.000298 59.52782 0.001 0.7 0.595238 100.62 0.006354 500 0.000404 80.73942 0.0015 0.722222 0.778846 77.06 0.012904 500 0.000332 66.41578 0.002 0.75 0.888889 67.96 0.019778 500 0.000234 46.85109 0.0025 0.785714 0.92803 64.13 0.026348 500 0.000161 32.20022 0.003 0.833333 0.9 62.93 0.032277 500 0.00014 27.9358 0.0035 0.9 0.810185 63.41 0.037345 500 0.000188 37.6439 Ɛc 0 100 200 300 400 500 600 700 800 Moment-Curvature Moment (KN-m)

Doubly Reinforced Section

Embed Size (px)

DESCRIPTION

Advance RCC

Citation preview

Page 1: Doubly Reinforced Section

β1 α1 x Ɛst fst Ɛsc fsc0 0.666667 0

0.0005 0.681818 0.336111 148.25 0.001996 399.1568 0.000298 59.527820.001 0.7 0.595238 100.62 0.006354 500 0.000404 80.73942

0.0015 0.722222 0.778846 77.06 0.012904 500 0.000332 66.415780.002 0.75 0.888889 67.96 0.019778 500 0.000234 46.85109

0.0025 0.785714 0.92803 64.13 0.026348 500 0.000161 32.200220.003 0.833333 0.9 62.93 0.032277 500 0.00014 27.9358

0.0035 0.9 0.810185 63.41 0.037345 500 0.000188 37.6439

Ɛc

0 10 20 30 40 50 600

100

200

300

400

500

600

700

800

Moment-Curvature

Curvature (10^-6)

Moment (KN-m)

Page 2: Doubly Reinforced Section

Cc Cs C T φ M x Bar0 0

679.4792 119.0556 798.5348 798.3137 3.372681 549.4317022 50.53977838.5 161.4788 999.9788 1000 9.938382 710.4548806 35.217

866.925 132.8316 999.7566 1000 19.46535 715.6957396 27.82722906.1333 93.70218 999.8355 1000 29.42908 716.7854702 25.485935.2292 64.40044 999.6296 1000 38.98332 716.1638096 25.19393

943.95 55.8716 999.8216 1000 47.67202 715.1168309 26.22083924.7292 75.28781 1000.017 1000 55.19634 713.625878 28.5345

0 10 20 30 40 50 600

100

200

300

400

500

600

700

800

Moment-Curvature

Curvature (10^-6)

Moment (KN-m)

Page 3: Doubly Reinforced Section

Ɛ'c d b D Ast Asc E f'c

0.002 740 500 800 2000 2000 200000 40

Page 4: Doubly Reinforced Section

Cover

60 0000000

Page 5: Doubly Reinforced Section

β1 α1 x Ɛst fst Ɛsc fsc0 0.666667 0

0.0005 0.681818 0.336111 201.9 0.001333 266.5181 0.000351 70.282320.001 0.7 0.595238 205.98 0.002593 500 0.000709 141.7419

0.0015 0.722222 0.778846 146.32 0.006086 500 0.000885 176.9820.002 0.75 0.888889 120 0.010333 500 0.001 200

0.0025 0.785714 0.92803 107.02 0.014786 500 0.001098 219.67860.003 0.833333 0.9 100.9 0.019002 500 0.001216 243.2111

0.0035 0.9 0.810185 99.201 0.022609 500 0.001383 276.6172

Ɛc

0 5 10 15 20 25 30 35 400

200

400

600

800

1000

1200

1400

1600

Moment-Curvature

Curvature (10^-6)

Moment (KN-m)

Page 6: Doubly Reinforced Section

Cc Cs C T φ M x Bar0 0

925.375 140.5646 1065.94 1066.072 2.476474 716.6683118 68.829551716.5 283.4838 1999.984 2000 4.85484 1356.240402 72.0931646.1 353.9639 2000.064 2000 10.2515 1393.071031 52.83778

1600 400 2000 2000 16.66667 1408 451560.708 439.3571 2000.065 2000 23.36012 1414.43069 42.04357

1513.5 486.4222 1999.922 2000 29.73241 1416.312366 42.041671446.681 553.2343 1999.916 2000 35.2819 1415.357036 44.64045

0 5 10 15 20 25 30 35 400

200

400

600

800

1000

1200

1400

1600

Moment-Curvature

Curvature (10^-6)

Moment (KN-m)

Page 7: Doubly Reinforced Section

Ɛ'c d b D Ast Asc E f'c

0.002 740 500 800 4000 2000 200000 40

Page 8: Doubly Reinforced Section

Cover

60 0000000

Page 9: Doubly Reinforced Section

β1 α1 x Ɛst fst Ɛsc fsc0 0.666667 0

0.0005 0.681818 0.336111 269.95 0.000871 174.1248 0.000389 77.773660.001 0.7 0.595238 279.2 0.00165 330.086 0.000785 157.0201

0.0015 0.722222 0.778846 289.55 0.002334 466.707 0.001189 237.83460.002 0.75 0.888889 254.15 0.003823 500 0.001528 305.5676

0.0025 0.785714 0.92803 224.08 0.005756 500 0.001831 366.11920.003 0.833333 0.9 209.58 0.007593 500 0.002141 428.2279

0.0035 0.9 0.810185 206.25 0.009058 500 0.002482 496.3636

Ɛc

0 2 4 6 8 10 12 14 16 180

500

1000

1500

2000

2500

3000

Moment-Curvature

Curvature (10^-6)

Moment (KN-m)

Page 10: Doubly Reinforced Section

Cc Cs C T φ M x Bar0 0

1237.271 155.5473 1392.818 1392.999 1.852195 907.4885303 92.028412326.667 314.0401 2640.707 2640.688 3.581662 1726.761151 97.723257.438 475.6691 3733.107 3733.656 5.180452 2421.902155 104.55973388.667 611.1352 3999.802 4000 7.869368 2636.892237 95.306253267.833 732.2385 4000.072 4000 11.15673 2672.38111 88.03143

3143.7 856.4558 4000.156 4000 14.31434 2685.591666 87.3253007.813 992.7273 4000.54 4000 16.9697 2681.236834 92.8125

0 2 4 6 8 10 12 14 16 180

500

1000

1500

2000

2500

3000

Moment-Curvature

Curvature (10^-6)

Moment (KN-m)

Page 11: Doubly Reinforced Section

Ɛ'c d b D Ast Asc E f'c

0.002 740 500 800 8000 2000 200000 40

Page 12: Doubly Reinforced Section

Cover

60 0000000

Page 13: Doubly Reinforced Section

0 10 20 30 40 50 600

500

1000

1500

2000

2500

3000

Moment Curvature

Ast=2000

Ast=4000

Ast=8000

Curvature (10^-6, 1/mm)

Moment (KN-m)

Page 14: Doubly Reinforced Section

φ M φ M φ M0 0 0 0 0 0

3.372681 549.4317 2.476474 716.6683 1.852195 907.48859.938382 710.4549 4.85484 1356.24 3.581662 1726.76119.46535 715.6957 10.2515 1393.071 5.180452 2421.90229.42908 716.7855 16.66667 1408 7.869368 2636.89238.98332 716.1638 23.36012 1414.431 11.15673 2672.38147.67202 715.1168 29.73241 1416.312 14.31434 2685.59255.19634 713.6259 35.2819 1415.357 16.9697 2681.237