A simply supported beam with dimensions of b = 16 in., h = 22 in., d = 19.5 in., and L = 25 ft supports a uniform service (unfactored) dead load of 1.366667 kips/ft including its own self weight plus a uniform service (unfactored) live load of 1.0 kips/ft. The beam is reinforced with four No. 5 Grade 60 bars. The concrete strength is 3,100 psi (normal weight). The beam has Grade 60 No. 3 stirrups. Determine the effective moment of inertia, Ie.The cracked moment Mcr = 44.91 kip-ft, and the maximum applied bending moment due to the combined service loads (dead plus live) Ma = 184.9 kip-ft. The neutral axis location of the cracked beam (measured from the top of the beam) is 4.5947 in.

Students are allowed to use the buildings anytime during class, especially to go indoors to warm up or dry off when not dressed appropriately for the weather.

Find the measures of two angles, one positive and one negative, that are coterminal with the given angle. 240° (5 points)

_______ occupies two or three times the volume of the metal from which it formed.

Cracks due to shear are able to cross into the compression zone of the member.

The Cool Company determines that the supply function for its basic air conditioning unit is S(p) = 10 + 0.002p3 and that its demand function is D(p) = 50 – 0.04p2, where p is the price. Determine the price for which the supply equals the demand. (5 points)

Which of the statements is missing from the Responsibility Code listed below: Stay in control People ahead of you have the right of way ­­__________________________________ When starting downhill or margining, look uphill and yield Use devices to help prevent runaway equipment Observe signs and warning, and keep off of closed trails Know how to use the lifts safely

33. Fill in with the correct form of the verb ÊTRE: ô  é  è  ê  ë  à  â  ç  ï  î  ù  û  û  œ Théo, tu [1] américain ?

Determine the required splice length for the longitudinal bars in the following tied column. Assume that all of the longitudinal bars are in compression and that you will use a contact lap splice. Do not incorporate a reduction in length due to ACI 318-14 Section 10.7.5.2.1.Column width, b = 20 in.Column thickness, h = 18 in.Clear cover to ties = 1.5 in.Number of longitudinal bars = 10Size of longitudinal bars = No. 8Size of ties = No. 3Concrete strength = 4,500 psiYield strength of longitudinal bars = 60,000 psiYield strength of ties = 40,000 psi

Being in tune with your body and focusing on technique are not ways to practice mindfulness.