Hi kindly solve the question in Handwritten format with a complete free body diagram.(Also mentioned,How many reactions are present at A and D) 180 mm100 mmA-280 mmBNDCA 188.8 N-D=327 N13.24°150 NPROBLEM 4.74Determine the reactions at A and D when 3=60°.

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Answered: 180 mm A -280 mm B ND 100 mm C A 188.8…

180 mm A -280 mm B ND 100 mm C A 188.8 N- D=327 N 13.24° 150 N PROBLEM 4.74 Determine the reactions at A and D when 3=60°.

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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Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

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Hi kindly solve the question in Handwritten format with a complete free body diagram. (Also mentioned,How many reactions are present at A and D)

180 mm
100 mm
A
-280 mm
B
ND
C
A 188.8 N-
D=327 N13.24°
150 N
PROBLEM 4.74
Determine the reactions at A and D when 3=60°.

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I'm still confused on your solution could you go over each step again but in more detail. Like for the reactions are you finding the reactions at A and G. You wrote reaction at A and B so I'm a little confused. If so how did you know to take the reaction at those points and how did come about that equation for the reactions. How does x vary from 0 to 24 and 24 to 36.
Using the data on the for problem 1: Please answer the following question in the picture make sure to draw a free-body diagram and show every step you make. Solve for unknown reactions and redraw the FBD showing the values of reaction forces. Note that if the reaction force/moment is negative, that means that the force/moment is opposite to the arbitrary direction chosen in 2. THANK YOU SO MUCH FOR YOUR HELP!