QUESTION 3: The frame structure shown in the figure is loaded by the distributed force, w. The rectangular cross-sectional dimensions of the rod AB is 20x5 mm. The pins at A and B have the diameter of 16 mm and are subjected to double shear while the pin at C has a diameter of 20 mm and is subjected to single shear. Calculate the maximum distributed load value, w that the frame can support safely. The rod AB is made of 6061-T6 Aluminum alloy which has the ultimate tensile strength of 290 MPa. The pins are made of A-36 steel which has the ultimate shear strength of 200 MPa. The factor of safety is 1.5. В C 5 m 3 m -20 mm A

Structural Analysis
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Chapter2: Loads On Structures
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QUESTION 3: The frame structure shown in the figure is loaded by the distributed force, w.
The rectangular cross-sectional dimensions of the rod AB is 20x5 mm. The pins at A and B have
the diameter of 16 mm and are subjected to double shear while the pin at C has a diameter of
20 mm and is subjected to single shear. Calculate the maximum distributed load value, w that
the frame can support safely.
The rod AB is made of 6061-T6 Aluminum alloy which has the ultimate tensile strength of 290
MPa. The pins are made of A-36 steel which has the ultimate shear strength of 200 MPa. The
factor of safety is 1.5.
В
C
5 m
3 m
-20 mm
A
Transcribed Image Text:QUESTION 3: The frame structure shown in the figure is loaded by the distributed force, w. The rectangular cross-sectional dimensions of the rod AB is 20x5 mm. The pins at A and B have the diameter of 16 mm and are subjected to double shear while the pin at C has a diameter of 20 mm and is subjected to single shear. Calculate the maximum distributed load value, w that the frame can support safely. The rod AB is made of 6061-T6 Aluminum alloy which has the ultimate tensile strength of 290 MPa. The pins are made of A-36 steel which has the ultimate shear strength of 200 MPa. The factor of safety is 1.5. В C 5 m 3 m -20 mm A
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