Question

4.5. D Fi st 4.6. D the fo 36- 2-½ typ 24 (a) = 4000 psi (b) f FIGURE P4.1 For the cross section of Figure 4.1(a) and the given tensile reinforcing areas, sketch the moment-curvature relationship. You must include cracking, yielding, and concrete strain values of 0.003, 0.004, 0.005, and 0.006 on your plot.
a. As = (4) - #11 bars (equally spaced in a single row)b. As = (6) - #7 bars (equally spaced in a single row)
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Answer #1

36os Ksi 10368+5418 864+95 0 1o909.8 8813 12, 269 CA x21s 243+7x6 24 861+436 9o 7.68 ニ1036s+ 937/e 130212 457 36x24 4+61 St + 2147.33 y1472+ 180 .45+3571.1 7 len = 0.474 ksi -0.474 x 43681SS 4-12.269) 1764.998 k-in (eu-ILus) 1857.09 K-in

Moment Curvature relationship:

The points highlighted are cracking, yielding, and concrete strain values of 0.003, 0.004, 0.005, and 0.006 respectively.

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