4. Calculate the deflection for the steel beam shown below. Will the beam be able to support the total load exerted upon it? What about only the live load? Use the building code deflection limits L/240 for total load and L/360 for live load. PL = 2,500lbs PDL = 1.500lbs E = 1,600,000 psi 10ff P= lbs 6x16 Ixx= 1707in1

4. Calculate the deflection for the steel beam shown below. Will the beam be able to support the total load exerted upon it? What about only the live load? Use the building code deflection limits L/240 for total load and L/360 for live load. PL = 2,500lbs PDL = 1.500lbs E = 1,600,000 psi 10ff P= lbs 6x16 Ixx= 1707in1

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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