Compute the deflection at midspan and the slope at A in the figure shown. El is constant. Express the slope in degrees and the deflection in inches. Assume a pin support at A and a roller at D. E= 29,000 kips/in.2, 1= 2000 in.4, and P= 27 kips. P kips P kips A D elastomeric pad 10' 10' 10' The deflection at midspan is õg= in. (Click to select) v The slope at A is 0a = degrees.

Compute the deflection at midspan and the slope at A in the figure shown. El is constant. Express the slope in degrees and the deflection in inches. Assume a pin support at A and a roller at D. E= 29,000 kips/in.2, 1= 2000 in.4, and P= 27 kips. P kips P kips A D elastomeric pad 10' 10' 10' The deflection at midspan is õg= in. (Click to select) v The slope at A is 0a = degrees.

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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