Answered: Can you adjust the answers I think the…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Concept explainers

Question

Morning,
Can you adjust the answers I think the external loads don't take one equation out of consideration

(I am always confused with the number of eq.
I always use 3 equations, while you always use 2
in the 2D plan the eq is 3? but where can i find if there is an external load should i remove one eq)

Expert Solution

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Follow-up Questions

Read through expert solutions to related follow-up questions below.

Follow-up Question

I am ok with parts a) and c)

but regarding the part b)

I think we should mention the number of loops so the equation should be :

SI = ext + int - releases = react. - (3 equ) + (3 equ) ( nb of loops) - releases ( no hinges here )
= (4) - (3) + (3)(1) - 0

= 4h degree

and if I used the simple method, I brake the frame into 2 members
so r= 2+2+3+3=10
n= 2 members
so r> 3n by 4 degree

Does it make sense?

Solution

by Bartleby Expert

SEE SOLUTION

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions