1.5 k/ft 30 k B - 6 ft 4 ft 5A El = constant E = 1,500 ksi I= 20,000 in. g Determine the location of maximum deflection by Integration Method h Determine the maximum deflection Integration Method. Determine the deflection at midspan by Superposition Method. į Determine the slope at point B by Moment-Area Method. k Determine the deflection at point C by Moment-Area Method. dovintion of R rolativo Dotormino ngont draun at bu Momont

1.5 k/ft 30 k B - 6 ft 4 ft 5A El = constant E = 1,500 ksi I= 20,000 in. g Determine the location of maximum deflection by Integration Method h Determine the maximum deflection Integration Method. Determine the deflection at midspan by Superposition Method. į Determine the slope at point B by Moment-Area Method. k Determine the deflection at point C by Moment-Area Method. dovintion of R rolativo Dotormino ngont draun at bu Momont

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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