The plan view of a typical floor in a building frame is shown. Assuming that the load on the floor is 2 kN/m², compute (a) the loading on the beam A-B, (b) the loading on the beam C-D, and (c) the loading on the beam E-F.

The plan view of a typical floor in a building frame is shown. Assuming that the load on the floor is 2 kN/m², compute (a) the loading on the beam A-B, (b) the loading on the beam C-D, and (c) the loading on the beam E-F.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.13.1P

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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

The plan view of a typical floor in a building frame is shown. Assuming that the load on
the floor is 2 kN/m², compute (a) the loading on the beam A-B, (b) the loading on the
beam C-D, and (c) the loading on the beam E-F.
E
G
8m
Stairwell
3m
B
D
F
H
Beam
Spacing
2 m

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