How do i find the force of Ay and Fy. Can this probelm be solved woth method of joints. Also what is the C or T, x and y components and the load of each member. Also when you put the answer can you put it like it is on the image please. Period:This bridge spans a 10ft wide creek. A 30lb downward force is located at the top centerof the bridge.Calculate the load forces and the X and Y components of each member.Round to 2 decimal places for all forces. For each member, state whether in tension orcompression.Name:All force diagrams and triangles should be shown on the back of this page or an additionalsheet.Bridge is symmetrical and static.L.Ay58.00⁰BMember C or TABACBCBDCDCEDEEFCEAy =30 lbsHow much force is Ay and Ey?Can this problem be solved using the method of joints? circle YES / NORemember: ΣFx = 0, ΣFy = 0 & ΣΜz = 0X4D48.98⁰lbs Fy=EYlbsFLoadFy2j= m+ 3

given; AF=10ftAC=CF=AF2 =102 =5ftAC=CF=5ftload(P)=30lbvertical…

Answered: Period: This bridge spans a 10ft wide…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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How do i find the force of Ay and Fy. Can this probelm be solved woth method of joints. Also what is the C or T, x and y components and the load of each member. Also when you put the answer can you put it like it is on the image please.

Period:
This bridge spans a 10ft wide creek. A 30lb downward force is located at the top center
of the bridge.Calculate the load forces and the X and Y components of each member.
Round to 2 decimal places for all forces. For each member, state whether in tension or
compression.
Name:
All force diagrams and triangles should be shown on the back of this page or an additional
sheet.
Bridge is symmetrical and static.
L.
Ay
58.00⁰
B
Member C or T
AB
AC
BC
BD
CD
CE
DE
EF
CE
Ay =
30 lbs
How much force is Ay and Ey?
Can this problem be solved using the method of joints? circle YES / NO
Remember: ΣFx = 0, ΣFy = 0 & ΣΜz = 0
X
4D
48.98⁰
lbs Fy=
E
Y
lbs
F
Load
Fy
2j= m+ 3

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