Sections 12.1-12.2 For Problems 12.1 through 12.17 use the force method (method of con- sistent distortions) to find the value of the redundant force indicated for each truss. E is constant for all members. P12.1 Find redundant NBD. Bar areas given in in² are AD = 4, BD = 5, and CD = 4. (Ans: NBD = 20.08 k) 30 ft 20 ft- B C OD 35 k Problem 12.1 30 ft

Sections 12.1-12.2 For Problems 12.1 through 12.17 use the force method (method of con- sistent distortions) to find the value of the redundant force indicated for each truss. E is constant for all members. P12.1 Find redundant NBD. Bar areas given in in² are AD = 4, BD = 5, and CD = 4. (Ans: NBD = 20.08 k) 30 ft 20 ft- B C OD 35 k Problem 12.1 30 ft

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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