sir solve this problem in detail
ܠܠܠܠܠ Question 1: Calculate the maximum P in order that there is no reaction on the support "D" as shown in the figure? Modulus of Elasticity is E=200GPa II LE Laim 65cm Sedio F =10cm F = 30cm Question 2: Since the allowable stress is 0.1=12.5MPa, find the 2cm bending moment M that the section can safely carry. Plot the normal stress distribution. (a = 20°) X ¡C 1 10cm 8cm 8cm 2cm 2cm vy
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