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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please solve all parts and show work. Thank you.

Transcribed Image Text:fc' = 5,000 psi; fy = 60,000 psi
PD = 10 k
PD = 10 k
PL = 20 k
PL = 20 k
WD
2.5 kip/ft (including beam weight)
WL = 5 kip/ft
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
а)
2%, design the
tension reinforcement. Use a 4" cover and number #11 bars
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
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