For the section shown design a rectangular beam with the loads and the following values (the weight of the beam is not included): Fc'=4000lb/in2 Fy=60000lb/in2 Wd= 1kips/ft Wl=1kips/ft Assume concrete weight 150(lb)/(ft^(3)), a protection for the rod 2.5in, (d)/(b)=2y Et

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student submitted image, transcription available below For the section shown design a rectangular beam with the loads and the following values (the weight of the beam is not included): Fc'=4000lb/in2 Fy=60000lb/in2 Wd= 1kips/ft Wl=1kips/ft

Assume concrete weight 150(lb)/(ft^(3)), a protection for the rod 2.5in, (d)/(b)=2y Et<=0.005t Clearly state the corresponding sections of the Code ACl318-19 of the equations or tables you use to solve the problem. Do the same with textbook tables.

Make the necessary checks to ensure that the designed beam is adequate.

Beam has length of 18ft and on one side A it is pin support and other side B it is roller support. Load is uniformly distributed Provide:

a. Area of steel

b. Drawing with the final sections of the reinforced beam including width (w), height (h) depth (d) quantity and size of the rods.

Please do ???? accurate with all details as soon as possible.

For the section shown design a rectangular beam with the loads and the following values (the weight of the beam is not included):

f_{c}^{'} = 4, 000 lb / in.^{2}, f_{y} = 60, 000 lb / in.^{2} w_{o} = 1 kips / ft . w_{L} = 1 kips / ft

Assume concrete weight

150 \frac{lb}{ft} t^{3}

, a protection for the rod

2.5 in

.

\frac{d}{b} = 2

y

ε_{t} \leq 0.005 t

Clearly state the corresponding sections of the Código ACl 318-19 of the equations or tables you use to solve the problem. Do the same with textbook tables. Make the necessary checks to ensure that the designed beam is adequate. Provide: a.

A_{s}

b. Drawing with the final sections of the reinforced beam including width (w), height (h) depth (d) quantity and size of the rods.

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