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a) SOLVE STEP BY STEP IN DIGITAL FORMAT DONT USE CHATGPT For the following structures, calculate -Reactions -Deformation diagrams (individual and general) 5 Ton 8 Ton T T 12m 2m 3m 2m +²/2+²42 +42 +42 + Tod 2m 1

a) SOLVE STEP BY STEP IN DIGITAL FORMAT DONT USE CHATGPT For the following structures, calculate -Reactions -Deformation diagrams (individual and general) 5 Ton 8 Ton T T 12m 2m 3m 2m +²/2+²42 +42 +42 + Tod 2m 1

Structural Analysis
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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SOLVE the probloem, 

IMAGE 1

 

 

USe the equations (the necessary equations)

IMAGE 2

SOLVE STEP BY STEP IN DIGITAL FORMAT DONT USE CHATGPT For the following structures, calculate -Reactions -Deformation diagrams (individual and general) 5 Ton 8Ton An A A + 2m + +²/2+²42 +42 +42 + Tod 3m 2m +
Transcribed Image Text:SOLVE STEP BY STEP IN DIGITAL FORMAT DONT USE CHATGPT For the following structures, calculate -Reactions -Deformation diagrams (individual and general) 5 Ton 8Ton An A A + 2m + +²/2+²42 +42 +42 + Tod 3m 2m +
77 C L B AC УАС YCB = - Px -P 16EI - 48EI -P(L-x) (31²-4(L-x)²) 48EI YMAX Yc= 0₁ = -0B = -(3L² - 4x²) - PL²³ 48EI L para x== 2 (L²-4x²) 0CB PL² 16EI Px P(L-x) MAC 2 2 - P √xc = V₁ = 2 Va=V₁ = = 1² VAC VA CB B 2 R₁ = RB MCB P 16EI = (4x² - 8Lx+3L²)
Transcribed Image Text:77 C L B AC УАС YCB = - Px -P 16EI - 48EI -P(L-x) (31²-4(L-x)²) 48EI YMAX Yc= 0₁ = -0B = -(3L² - 4x²) - PL²³ 48EI L para x== 2 (L²-4x²) 0CB PL² 16EI Px P(L-x) MAC 2 2 - P √xc = V₁ = 2 Va=V₁ = = 1² VAC VA CB B 2 R₁ = RB MCB P 16EI = (4x² - 8Lx+3L²)
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