factored
Figure below shows the partial steel structure floor framing plan of a hospital building.
Assuming a total DL of 100 psf and an average LL 60 psf.
1. For Beam B1: Using LRFD load combinations:
a. Calculate the corresponding factored loads, Wu (klf)
b. Draw the shear force diagram and calculate the maximum factored shear, Vu (Demand).
c. Draw the bending moment diagram and calculate the maximum factored moment, Mu
(Demand).
2. For Girder G1: Using LRFD load combinations:
a. Calculate the corresponding factored loads, Wu (klf)
b. Draw the shear force diagram and calculate the maximum factored shear, Vu (Demand).
c. Draw the bending moment diagram and calculate the maximum factored moment, Mu
(Demand).
![6 @ 6=36'
T G₁ T
19 d
B₁
B₁
B₁
B₁
B₁
B₁
B₁
18'
G₂
으로
G₁
B₂
B3
B3
B₂
B₁
B₁
B1
9 ft
| d
G3
18'
G₁](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2ed8d57e-7060-482d-9b55-3648d7da0142%2Fff8b3615-94b3-4b2c-a0c7-ea7ca0158881%2Fmmmoho2_processed.png&w=3840&q=75)
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