23) The floor area shown in Fig. 11 is 30 ft x 16 ft. The tributary area of Beam B1 is equal to A. 128 ft² B 352 ft² 176 ft² D. 64 f
23) The floor area shown in Fig. 11 is 30 ft x 16 ft. The tributary area of Beam B1 is equal to A. 128 ft² B 352 ft² 176 ft² D. 64 f
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Please explain how to do question 23 in full detail. Can you also explain how to solve problem 24, Thank you I would really appreicate it
![23) The floor area shown in Fig. 11 is 30 ft x 16 ft. The tributary area of Beam B1 is equal to :
A. 128 ft2
B. 352 ft²
C) 176 ft²
D. -64 ft²](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F818e8c44-864e-4929-ab22-5ec16e854d9f%2Fb08f7fa4-3232-4cfa-ab49-70323cdc82e0%2Fu28naaa_processed.jpeg&w=3840&q=75)
Transcribed Image Text:23) The floor area shown in Fig. 11 is 30 ft x 16 ft. The tributary area of Beam B1 is equal to :
A. 128 ft2
B. 352 ft²
C) 176 ft²
D. -64 ft²
![Ⓡ
24) Beams B1 and B2 are simply supported on the columns as shown in Fig. 11. The reactions
from Beam B1 on the columns are equal. For an applied dead load D = 90 psf, each reaction
will be equal to:
A. 5,760 lbs
B.
10,800 lbs
C.
D.
H
BeamBz
3,960 lbs
7,920 lbs
30
Beam Bl
Beam Bl
the following.
Beam B2
AL
16
· tanus = 8.
8₁
Fig. 11
30
colx](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F818e8c44-864e-4929-ab22-5ec16e854d9f%2Fb08f7fa4-3232-4cfa-ab49-70323cdc82e0%2Frfhahqq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Ⓡ
24) Beams B1 and B2 are simply supported on the columns as shown in Fig. 11. The reactions
from Beam B1 on the columns are equal. For an applied dead load D = 90 psf, each reaction
will be equal to:
A. 5,760 lbs
B.
10,800 lbs
C.
D.
H
BeamBz
3,960 lbs
7,920 lbs
30
Beam Bl
Beam Bl
the following.
Beam B2
AL
16
· tanus = 8.
8₁
Fig. 11
30
colx
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Follow-up Questions
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Follow-up Question
Answer B is not correct please answer with a full explantion if youre sure of the answer
![Ⓡ
24) Beams B1 and B2 are simply supported on the columns as shown in Fig. 11. The reactions
from Beam B1 on the columns are equal. For an applied dead load D = 90 psf, each reaction
will be equal to:
A. 5,760 lbs
B.
10,800 lbs
C.
D.
H
BeamBz
3,960 lbs
7,920 lbs
30
Beam Bl
Beam Bl
the following.
Beam B2
AL
16
· tanus = 8.
8₁
Fig. 11
30
colx](https://content.bartleby.com/qna-images/question/818e8c44-864e-4929-ab22-5ec16e854d9f/fda11474-d8fe-43f1-9a88-b244a5a27156/o9xvh96_thumbnail.jpeg)
Transcribed Image Text:Ⓡ
24) Beams B1 and B2 are simply supported on the columns as shown in Fig. 11. The reactions
from Beam B1 on the columns are equal. For an applied dead load D = 90 psf, each reaction
will be equal to:
A. 5,760 lbs
B.
10,800 lbs
C.
D.
H
BeamBz
3,960 lbs
7,920 lbs
30
Beam Bl
Beam Bl
the following.
Beam B2
AL
16
· tanus = 8.
8₁
Fig. 11
30
colx
Solution
Follow-up Question
Thank you, can you now please answer number 24
![Ⓡ
24) Beams B1 and B2 are simply supported on the columns as shown in Fig. 11. The reactions
from Beam B1 on the columns are equal. For an applied dead load D = 90 psf, each reaction
will be equal to:
A. 5,760 lbs
B.
10,800 lbs
C.
D.
H
BeamBz
3,960 lbs
7,920 lbs
30
Beam Bl
Beam Bl
the following.
Beam B2
AL
16
· tanus = 8.
8₁
Fig. 11
30
colx](https://content.bartleby.com/qna-images/question/818e8c44-864e-4929-ab22-5ec16e854d9f/6cf1c38f-2a33-479b-84cb-84583ff1272a/zk5z8re_thumbnail.jpeg)
Transcribed Image Text:Ⓡ
24) Beams B1 and B2 are simply supported on the columns as shown in Fig. 11. The reactions
from Beam B1 on the columns are equal. For an applied dead load D = 90 psf, each reaction
will be equal to:
A. 5,760 lbs
B.
10,800 lbs
C.
D.
H
BeamBz
3,960 lbs
7,920 lbs
30
Beam Bl
Beam Bl
the following.
Beam B2
AL
16
· tanus = 8.
8₁
Fig. 11
30
colx
Solution
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