I need number 15.1. Compute the forces in the diagonal members of the truss shownin the accompanying illustration if the diagonals are unable tocarry compression. (Ans: NAI = 113.14 k, NCK = 28.28 k)P15.1P15.4%3D| 20 kA20 k40k40k40k20 k120kBCDEFL.MN.H Not IjointsJ6 at 15 ft 90 ftProblem 15.1Repeat Problem 15.1 if the diagonals that theoretically are incompression can resist half of the shear in each panel.P15.2K15 ft→

A truss is a construction made up of parts arranged in linked triangles such that the entire…

Compute the forces in the diagonal members of the truss shown in the accompanying illustration if the diagonals are unable to carry compression. (Ans: NAI P15.1 P15. 113.14 k, NCK = 28.28 k) %3D |20k VA | 20 k 140k |40k | 20 k 140 k VE 20 k B. K M Na Not I joints 6 at 15 ft = 90 ft Problem 15.1 Repeat Problem 15.1 if the diagonals that theoretically are in compression can resist half of the shear in each panel. P15.2 15 ft

Compute the forces in the diagonal members of the truss shown in the accompanying illustration if the diagonals are unable to carry compression. (Ans: NAI P15.1 P15. 113.14 k, NCK = 28.28 k) %3D |20k VA | 20 k 140k |40k | 20 k 140 k VE 20 k B. K M Na Not I joints 6 at 15 ft = 90 ft Problem 15.1 Repeat Problem 15.1 if the diagonals that theoretically are in compression can resist half of the shear in each panel. P15.2 15 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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