Stress and strain of cracked sections - Concrete Structures: Stresses and Deformations - page 230

Table 7.3 continued

b w / b = 1.0

c/d

.1 .2 .3 .5 .75 1.0

.0100 136 142 177 264 383 504

.0200 208 181 203 278 391 509

.0600 406 307 291 330 421 528

.1000 524 400 362 375 448 545

.1500 619 485 433 423 479 565

.2000 683 549 489 464 506 583

.2500 728 599 536 500 531 599

.3000 762 640 574 531 553 615

.4000 809 699 635 583 592 642