3.2 The simple beam is loaded with service loads in addtion to its self-weight. Check if thereinforement provided is sufcint to kee he beam safe. Assume f = 4000 ps, omalweight, fy = 60,000 psi. Note: the term 'in adition o self-weight' indicats that the beam%3Dweight should be added to the load. Hint: To determine the effetive deph d, the verticallocation of centroid of the five bars should be determined frst.12"WD = 1.5 kftWL = 20 kit5#715 ft22

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32 The simple beam is loaded with service loads in adition to its selfweight. Check if the reinforement provided is suficint to kep he eam safe. Assume f = 4000 pi, omal weight, f, = 60,000 psi. Note: the term 'in addition o self-weight' indicates that the beam weight should be added to the load. Hint: To determine the effective depth d, the vertical location of centroid of the five bars should be determined first.

32 The simple beam is loaded with service loads in adition to its selfweight. Check if the reinforement provided is suficint to kep he eam safe. Assume f = 4000 pi, omal weight, f, = 60,000 psi. Note: the term 'in addition o self-weight' indicates that the beam weight should be added to the load. Hint: To determine the effective depth d, the vertical location of centroid of the five bars should be determined first.

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

3.2 The simple beam is loaded with service loads in addtion to its self-weight. Check if the
reinforement provided is sufcint to kee he beam safe. Assume f = 4000 ps, omal
weight, fy = 60,000 psi. Note: the term 'in adition o self-weight' indicats that the beam
%3D
weight should be added to the load. Hint: To determine the effetive deph d, the vertical
location of centroid of the five bars should be determined frst.
12"
WD = 1.5 kft
WL = 20 kit
5#7
15 ft
22

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