The clip angle connecting the beam's web at A to the column may be assumed equivalent to a pin support. Assume member BD acts as an axially loaded pin-end compression strut. Compute the reactions at points A and B. Given: X = 2 kips/ft. 1.6 kips/ft B X kips/ft C 4' The magnitude of the reaction at point A is Ax= (Click to select) = The magnitude of the reaction at point A is Ay= (Click to select) The magnitude of the reaction at point B is Bx= (Click to select) - The magnitude of the reaction at point B is By= (Click to select) kips, and the direction is kips, and the direction is kips, and the direction is kips, and the direction is

The clip angle connecting the beam's web at A to the column may be assumed equivalent to a pin support. Assume member BD acts as an axially loaded pin-end compression strut. Compute the reactions at points A and B. Given: X = 2 kips/ft. 1.6 kips/ft B X kips/ft C 4' The magnitude of the reaction at point A is Ax= (Click to select) = The magnitude of the reaction at point A is Ay= (Click to select) The magnitude of the reaction at point B is Bx= (Click to select) - The magnitude of the reaction at point B is By= (Click to select) kips, and the direction is kips, and the direction is kips, and the direction is kips, and the direction is

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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