Answer must be in Handwritten format Only , Please show work within hour.[Required : Support reactions] FBft +6 ft-6 ftFis= 600lb/ftP is =300lb/ftSolve for Support ReactionAx=lb, Ay=[ Ib, and By=lb.

Answered: Image /qna-images/answer/fb7a2e3c-fd85-4a33-a180-2330b21ad153.jpg

Answered: F Mining +6 6 ft +6 ft- P B Fis=…

Engineering

Civil Engineering

F Mining +6 6 ft +6 ft- P B Fis= 600lb/ft P is =300lb/ft

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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Question

Answer must be in Handwritten format Only , Please show work within hour. [Required : Support reactions]

F
B
ft +6 ft-
6 ft
Fis= 600lb/ft
P is =300lb/ft
Solve for Support Reaction
Ax=lb, Ay=[ Ib, and By=
lb.

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