The beam shown in Figure P5.10-5 has lateral support only at the ends. The uniform load is a superimposed dead load, and the concentrated load of 25,000 lb (25 kips) is a live load. The live load deflection must not exceed L/360. If Ix = 4580in^4, a) determine the deflection (in inches, 3 decimal places) due to live load. Blank 1 b) Is the beam satisfactory in deflection, YES or NO. Blank 2 ... 25k 2k/ft B 20' 20'- 40’- Blank 1 Add your answer Blank 2 Add your answer
The beam shown in Figure P5.10-5 has lateral support only at the ends. The uniform load is a superimposed dead load, and the concentrated load of 25,000 lb (25 kips) is a live load. The live load deflection must not exceed L/360. If Ix = 4580in^4, a) determine the deflection (in inches, 3 decimal places) due to live load. Blank 1 b) Is the beam satisfactory in deflection, YES or NO. Blank 2 ... 25k 2k/ft B 20' 20'- 40’- Blank 1 Add your answer Blank 2 Add your answer
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The beam shown in Figure P5.10-5 has lateral support only at the ends. The uniform load is a superimposed dead load, and the
concentrated load of 25,000 Ib (25 kips) is a live load. The live load deflection must not exceed L/360. If Ix = 4580in^4,
a) determine the deflection (in inches, 3 decimal places) due to live load. Blank 1
b) Is the beam satisfactory in deflection, YES or NO. Blank 2
...
25k
2k/ft
В
20'-
20'-
40'-
Blank 1 Add your answer
Blank 2 Add your answer](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F28e4b637-cbcb-4489-a526-608098fb1ed2%2Fa8a32738-f191-411b-888e-abf120039836%2F48wmtqs_processed.png&w=3840&q=75)
Transcribed Image Text:The beam shown in Figure P5.10-5 has lateral support only at the ends. The uniform load is a superimposed dead load, and the
concentrated load of 25,000 Ib (25 kips) is a live load. The live load deflection must not exceed L/360. If Ix = 4580in^4,
a) determine the deflection (in inches, 3 decimal places) due to live load. Blank 1
b) Is the beam satisfactory in deflection, YES or NO. Blank 2
...
25k
2k/ft
В
20'-
20'-
40'-
Blank 1 Add your answer
Blank 2 Add your answer
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