Problem $3.$ verify $$that $$the $$given $$section $$has $$cracked $$fo $$rthe $$shown $$loading $$and $$use $$the $$transformed

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area $$method $$to $$compute $$the $$flexural $$stresses $$in $$concrete $$and $$steel for $$the $$maximum $$moment $$under $$the $$given $$load$.$ please use modular ratio n$=8,$ fy$=60000$ psi and fc$=4000$ psi