Forces in beams, girders, and columns For the floor plan shown below, a = 20 ft, b = 30 ft, and c = 4 ft. Each floor of the regular 5-story building is subjected to a floor load of 35 psf. Answer the three questions to the right. Do not apply live load reductions.
Forces in beams, girders, and columns For the floor plan shown below, a = 20 ft, b = 30 ft, and c = 4 ft. Each floor of the regular 5-story building is subjected to a floor load of 35 psf. Answer the three questions to the right. Do not apply live load reductions.
Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Alan Jefferis, David A. Madsen, David P. Madsen
Chapter29: Design Criteria For Structural Loading
Section: Chapter Questions
Problem 29.2Q
Related questions
Question
a. What is the value of the distributed load in beam B2 in plf (lb/ft)?
b. What is the value of each of the point loads acting on girder G2 in kips to one decimal place?
c. What is the value of the force in column C4 in the ground floor (in kips to one decimal place)?
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