1. Calculate the horizontal (x) component of the reaction (supporting) force (lb) at point A.2. Calculate the vertical (y) component of the reaction (supporting) force (lb) at point A.3.Calculate the magnitude of the total reaction force (Ib) at point A.4.Calculate the horizontal (x) component of the reaction (supporting) force (b) at point D.5.Calculate the vertical (y) component of the reaction (supporting) force (Ib) at point D.Please answer all the questions 1-5 and show all works Consider the situation below in which a steel beam is supported by a column at one end (at A)and is supported (at B) part way along its length by a wall. The beam is pinned to the columnat A and is supported by a roller connection at B.The beam has applied loads as shown in the figure (dark gray vectors).columnA8pinned6'1100 lb500 lbIX. I60%700 lbBbeam12'rollerwall6'Based on this information, complete the questions / calculations below.NOTE: Depending on the specific way in which you choose to solve this problem, the order in whichyou solve for each of the required variables may NOT be the order listed below. In general, you

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Answered: . Calculate the horizontal (x)…

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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1. Calculate the horizontal (x) component of the reaction (supporting) force (lb) at point A. 2. Calculate the vertical (y) component of the reaction (supporting) force (lb) at point A. 3.Calculate the magnitude of the total reaction force (Ib) at point A. 4.Calculate the horizontal (x) component of the reaction (supporting) force (b) at point D. 5.Calculate the vertical (y) component of the reaction (supporting) force (Ib) at point D. Please answer all the questions 1-5 and show all works

Consider the situation below in which a steel beam is supported by a column at one end (at A)
and is supported (at B) part way along its length by a wall. The beam is pinned to the column
at A and is supported by a roller connection at B.
The beam has applied loads as shown in the figure (dark gray vectors).
column
A
8
pinned
6'
1100 lb
500 lb
IX. I
60%
700 lb
B
beam
12'
roller
wall
6'
Based on this information, complete the questions / calculations below.
NOTE: Depending on the specific way in which you choose to solve this problem, the order in which
you solve for each of the required variables may NOT be the order listed below. In general, you

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