Analyze the truss given below using the method of joints. 2) PI is equal to the first two digits of your ID number while P2 will be the last two digits of your ID number. Unit will be in kN. 3) Tabulate the result of your analysis. Use 3 columns. 1# column - name of member (example: AB, AC, BC, BD). 2nd column - force in each member expressed in kN. 3d column - classification of the member force (write C if in compression or T if in tension) 4) Design the most critical member in compression. Use the safest most economical equal leg single angle. Use A36 steel (F=248 MPa and F=400 MPa). P1=19kN P2=19kN
Analyze the truss given below using the method of joints. 2) PI is equal to the first two digits of your ID number while P2 will be the last two digits of your ID number. Unit will be in kN. 3) Tabulate the result of your analysis. Use 3 columns. 1# column - name of member (example: AB, AC, BC, BD). 2nd column - force in each member expressed in kN. 3d column - classification of the member force (write C if in compression or T if in tension) 4) Design the most critical member in compression. Use the safest most economical equal leg single angle. Use A36 steel (F=248 MPa and F=400 MPa). P1=19kN P2=19kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Analyze the truss given below using the method of joints.
2) PI is equal to the first two digits of your ID number while P2 will be the last two digits of
your ID number. Unit will be in kN.
3) Tabulate the result of your analysis. Use 3 columns. 1# column - name of member
(example: AB, AC, BC, BD). 2nd column - force in each member expressed in kN. 3d column
- classification of the member force (write C if in compression or T if in tension)
4) Design the most critical member in compression. Use the safest most economical equal
leg single angle. Use A36 steel (F=248 MPa and F=400 MPa).
P1=19kN
P2=19kN
Transcribed Image Text:3 m
4 m
3 m
E
3 m
3 m
3 m
3 m
P1
P1
P2
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