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12. The area live load on the floor shown above is 40 psf. What is the resulting line load (unit: p/f) that is carried by beam B-1? (Hint: Consider the tributary width for beam B-1, and also consider that there is no floor or load in the opening between the B-1 beams). Show your calculation steps and provide a diagram for the tributary area of the B-1 beams) (A) GI OPEN PECHING4) B-2 ラー3 DEOKING G2 TYPICAL FLOOR FRAMING

12. The area live load on the floor shown above is 40 psf. What is the resulting line load (unit: p/f) that is carried by beam B-1? (Hint: Consider the tributary width for beam B-1, and also consider that there is no floor or load in the opening between the B-1 beams). Show your calculation steps and provide a diagram for the tributary area of the B-1 beams) (A) GI OPEN PECHING4) B-2 ラー3 DEOKING G2 TYPICAL FLOOR FRAMING

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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12. The area live load on the floor shown above is 40 psf. What is the resulting line load (unit: p/f) that is carried by beam B-1? (Hint: Consider the tributary width for beam B-1, and also consider that there is no floor or load in the opening between the B-1 beams). Show your calculation steps and provide a diagram for the tributary area of the B-1 beams) GI OPEN PECHING) B-2 B-3 G 2 TYPICAL FLOOR FRAMING 3.
Transcribed Image Text:12. The area live load on the floor shown above is 40 psf. What is the resulting line load (unit: p/f) that is carried by beam B-1? (Hint: Consider the tributary width for beam B-1, and also consider that there is no floor or load in the opening between the B-1 beams). Show your calculation steps and provide a diagram for the tributary area of the B-1 beams) GI OPEN PECHING) B-2 B-3 G 2 TYPICAL FLOOR FRAMING 3.
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