Consider the floor plan shown in the figure. Given: X=30 ft. (B) 0 I B2 G3 ܘܟ 6.6740 G4 BI 40° G1 B3 X C4 2@10-20 -I+ 5@8-40° CL Compute the tributary area for floor beam 82 by simplified load distribution and actual load distribution. The tributary area (47) for floor beam B2 by simplified load distribution is 4². The tributary area (AT) for floor beam 82 by actual load distribution is

Consider the floor plan shown in the figure. Given: X=30 ft. (B) 0 I B2 G3 ܘܟ 6.6740 G4 BI 40° G1 B3 X C4 2@10-20 -I+ 5@8-40° CL Compute the tributary area for floor beam 82 by simplified load distribution and actual load distribution. The tributary area (47) for floor beam B2 by simplified load distribution is 4². The tributary area (AT) for floor beam 82 by actual load distribution is

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Consider the floor plan shown in the figure. Given: X=30 ft.
0
66.67 = 40
B
82
B4
G4
40
G1
G2
B3
X
2 @ 10-20
5 @ 8-40
*CL
Compute the tributary area for floor beam 82 by simplified load distribution and actual load distribution.
The tributary area (A7) for floor beam 82 by simplified load distribution is
The tributary Gres (47) for floor beam 82 by actual load distribution is

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