PD = 10 k fc' = 5,000 psi; fy = 60,000 psi PD = 10 k PL = 20 k PL = 20 k WD = 2.5 kip/ft (including beam weight) WL = 5 kip/ft %3D 16 in. 8 ft 8 ft 8 ft d in. h in. 1 = 24 ft 4 in. As If the beam width is fixed at b= 16 inches and use r= beam by finding the required beam depth (d and h) and the required tension reinforcement. Use a 4" cover and number #11 bars a) 2%, design the b) Check the moment capacity of the design section and provide the sketch of your design, but No need to design for the shear reinforcement

An alloy is an admixture of two or more metals or a metal and a non-metal. Since ancient times, man has been using alloys. Alloying helps to retain the properties of the parent matter, such as hardness, strength, toughness, ductility and is corrosion-res…