Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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From the figure shown, a truss is subjected to loads PI = 15 kN, P2 = 15 kN and P3 = 25 kN at joint C, D and E respectively. Use SI = 3 m; S2 = 4 m P₁ Properties of diagonal members (2L75 x 75 x 6): Ag = 1858 mm2 Fy = 248 MPa rx = 22.9 mm ry = 33.2 mm G a) What is the axial force in kN, in member DI? b) What is the allowable stress in MPa, in member DI? c) Calculate the allowable load in kN, in member DI. H 6 @ Si I P₁ E B S, CIVIL ENGINEERING- STEEL DESIGN ...
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Transcribed Image Text:From the figure shown, a truss is subjected to loads PI = 15 kN, P2 = 15 kN and P3 = 25 kN at joint C, D and E respectively. Use SI = 3 m; S2 = 4 m P₁ Properties of diagonal members (2L75 x 75 x 6): Ag = 1858 mm2 Fy = 248 MPa rx = 22.9 mm ry = 33.2 mm G a) What is the axial force in kN, in member DI? b) What is the allowable stress in MPa, in member DI? c) Calculate the allowable load in kN, in member DI. H 6 @ Si I P₁ E B S, CIVIL ENGINEERING- STEEL DESIGN ...
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Step 2: Force in member DI
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Step 3: Allowable stress and load in DI
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