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1. Determine the joint displacements, member axial forces, and support reactions for the Baltimore bridge truss shown in Fig. 3.11. (11) (12) (13) 10 (15) 16 TO 8 120 kN 120 KN 120 kN 120 kN 120 kN 120 kN 120 KN -8 at 6 m 48 m- EA = constant (14) E = 200 GPa A = 20,000 mm² Fig. 3.11 Baltimore bridge truss 3.5 m 3.5 m

1. Determine the joint displacements, member axial forces, and support reactions for the Baltimore bridge truss shown in Fig. 3.11. (11) (12) (13) 10 (15) 16 TO 8 120 kN 120 KN 120 kN 120 kN 120 kN 120 kN 120 KN -8 at 6 m 48 m- EA = constant (14) E = 200 GPa A = 20,000 mm² Fig. 3.11 Baltimore bridge truss 3.5 m 3.5 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1. Determine the joint displacements, member axial forces, and support reactions for the Baltimore bridge truss shown in Fig. 3.11. (12) (13) 10 (15) (2) 3 120 kN 120 KN (16) (14) (5) 16 8 120 kN 120 kN 120 KN 120 KN 120 KN -8 at 6 m 48 m- EA = constant E = 200 GPa A = 20,000 mm² Fig. 3.11 Baltimore bridge truss 3.5 m 3.5 m 2. Determine the joint displacements, member end forces, and support reactions for the three-span continuous heam shown in Fig. 4 9 by the matriy stiffness method
Transcribed Image Text:1. Determine the joint displacements, member axial forces, and support reactions for the Baltimore bridge truss shown in Fig. 3.11. (12) (13) 10 (15) (2) 3 120 kN 120 KN (16) (14) (5) 16 8 120 kN 120 kN 120 KN 120 KN 120 KN -8 at 6 m 48 m- EA = constant E = 200 GPa A = 20,000 mm² Fig. 3.11 Baltimore bridge truss 3.5 m 3.5 m 2. Determine the joint displacements, member end forces, and support reactions for the three-span continuous heam shown in Fig. 4 9 by the matriy stiffness method
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