A curved glulam beam manufactured with D.Fir-L, 24f-EX grade and consisting of 38 mm laminations and 10,800 mm radius of curvature is to be designed for a stadium roof. The maximum factored moment was calculated to be 62.7 kNm. Assuming an initial beam size of 215x342 mm, check if the beam has adequate flexural resistance. Assume ? is 30o .