CE 264: Fundamentals of Structural Concrete Design Spring 2009
Due Tuesday 27 January 2009
Elastic Stresses in Beams
1. For the beam cross-section shown below, compute: (a) uncracked transformed section moment
of inertia; (b) cracked transfor
1. Compute the nominai bending moment capacity of the beam cross-section shown below. The
beam is reinforced with 5-#10 bars and inciudes a 3 in. diameter circular void located as shown.
Material strengths are fc = 4 ksi and f, = 60 ksi. All dime