In the figure below, the beam is cantilevered from the wall. The connection of the beam to the wallcan be considered a general interaction. The beam has a uniform density, so it will be subject to aweight force applied mid-way between points A and B.length from point A to point B =10.0 meters; weight applied at point B = 1.00 kN; beam weight =0.500 kNBeam embededin cwalla cautileverBAWhat is the magnitude and direction (relative to the x-y coordinate system shown in the upper leftportion of the figure) of the horizontal and vertical components of the wall support?horizontal = 0 N, vertical = 1.50 kNO horizontal = 1.50 kN, vertical = 0NO horizonatl = O N, vertical = 1.00 kNO horizontal = ON, verttical = 2.00 kN

In the figure below, the beam is cantilevered from the wall. The connection of the beam to the wall can be considered a general interaction. The beam has a uniform density, so it will be subject to a weight force applied mid-way between points A and B. length from point A to point B =10.0 meters; weight applied at point B = 1.00 kN; beam weight = 0.500 kN Beam embeded in cwall ~ cautilever B A What is the magnitude and direction (relative to the x-y coordinate system shown in the upper left portion of the figure) of the horizontal and vertical components of the wall support? horizontal = 0 N, vertical = 1.50 kN O horizontal = 1.50 kN, vertical = 0N O horizonatl = ON, vertical = 1.00 kN O horizontal = ON, verttical = 2.00 kN %3D

In the figure below, the beam is cantilevered from the wall. The connection of the beam to the wall can be considered a general interaction. The beam has a uniform density, so it will be subject to a weight force applied mid-way between points A and B. length from point A to point B =10.0 meters; weight applied at point B = 1.00 kN; beam weight = 0.500 kN Beam embeded in cwall ~ cautilever B A What is the magnitude and direction (relative to the x-y coordinate system shown in the upper left portion of the figure) of the horizontal and vertical components of the wall support? horizontal = 0 N, vertical = 1.50 kN O horizontal = 1.50 kN, vertical = 0N O horizonatl = ON, vertical = 1.00 kN O horizontal = ON, verttical = 2.00 kN %3D

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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