For the simple truss shown in the picture the students are required to determine a combination of values for the cross-sectional area of the truss members and the angle 0 that will allow the structure to be both safe for example, the axial stresses developing within the truss elements are less than the yield stress fy = 500MPA and cheep, provide that the cost of the material is cost = 1.1£/kgr. Assume that the density of the material is 8100 kgr/m3. It is noted that the structural analysis has been already carried out for and the analytical relations expressing the internal forces have been provided in the picture.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the simple truss shown in the picture the students are required to
determine a combination of values for the cross-sectional area of the
truss members and the angle 0 that will allow the structure to be both
safe for example, the axial stresses developing within the truss elements
are less than the yield stress fy = 500MPA and cheep, provide that the
cost of the material is cost = 1.1£/kgr. Assume that the density of the
material is 8100 kgr/m³. It is noted that the structural analysis has been
already carried out for and the analytical relations expressing the internal
forces have been provided in the picture.
P=2000 KN
cost
Ray -Reye %½. taco Kw
PEA
Tel
PAB
EA
Ray
E,A
lon
Pazo Ray/
Ray
Sime
Pascose + Pac ->
Parea -Pao coso Paca Ray coe
Ray cose
Sino
Transcribed Image Text:For the simple truss shown in the picture the students are required to determine a combination of values for the cross-sectional area of the truss members and the angle 0 that will allow the structure to be both safe for example, the axial stresses developing within the truss elements are less than the yield stress fy = 500MPA and cheep, provide that the cost of the material is cost = 1.1£/kgr. Assume that the density of the material is 8100 kgr/m³. It is noted that the structural analysis has been already carried out for and the analytical relations expressing the internal forces have been provided in the picture. P=2000 KN cost Ray -Reye %½. taco Kw PEA Tel PAB EA Ray E,A lon Pazo Ray/ Ray Sime Pascose + Pac -> Parea -Pao coso Paca Ray coe Ray cose Sino
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