Stress and strain of cracked sections - Concrete Structures: Stresses and Deformations - page 242

Table 7.5 continued

b w / b = 1.0

c / d

- .1 .2 .3 .5 .75 1.0

.0100 100 123 267 660 902 971

.0200 171 130 196 510 826 945

.0600 376 244 215 336 646 863

.1000 500 341 279 318 563 805

.1500 600 434 353 337 515 755

.2000 667 504 415 367 497 722

.2500 714 558 466 399 493 699

.3000 750 602 510 431 496 685

.4000 800 668 579 487 515 670