imply supported, uniformly loaded beam with a span length of 50 feet and continuous lateral support. The yield stress, Fy, is 60 ksi. If the ratio of live load to dead load is 3, compute the available strength and determine the maximum total service load (D+L), in kips/ft, that can be supported considering the flexure and shear strength of the beam. a. Use LRFD.

imply supported, uniformly loaded beam with a span length of 50 feet and continuous lateral support. The yield stress, Fy, is 60 ksi. If the ratio of live load to dead load is 3, compute the available strength and determine the maximum total service load (D+L), in kips/ft, that can be supported considering the flexure and shear strength of the beam. a. Use LRFD.

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 5.6.1P

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Concept explainers

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

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1. A W21 × 48 is used as a simply supported, uniformly loaded beam with a span length of 50 feet and continuous lateral support. The yield stress, Fy, is 60 ksi. If the ratio of live load to dead load is 3, compute the available strength and determine the maximum total service load (D+L), in kips/ft, that can be supported considering the flexure and shear strength of the beam.

a. Use LRFD.

b. Use ASD.

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you forgot about the shear. But it's okay I still apreciate it, what I'm looking for tho is if I should add the value of service loads of flexural and shear as my final answer? same goes with the available strength should I sum the value of flexural and shear? tyyyy

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