CHOICES ARE ALREADY GIVEN, PLEASE DON’T POST A WRONG ANSWER JUST TO ANSWER NG POST. 5 @ 3 m = 15 m12 kN12 kN12 kN12 kN12 kN12 kNG20 kN-40 kN-Determine the member force on member KL.21.633 kN Tension18 kN TensionO 21.633 kN Compression0 60 kN Compression2.00 kN TensionO 2.00 kN CompressionO 60 kN TensionO 13.220 kN Tension13.220 kN CompressionO 18 kN Compression

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5 @ 3 m = 15 m 12 kN 12 kN 12 kN 12 kN 12 kN 12 kN VG 20 kN> 40 kN- Determine the member force on member KL. 21.633 kN Tension 18 kN Tension 21.633 kN Compression O 60 kN Compression 2.00 kN Tension O 2.00 kN Compression 60 kN Tension O 13.220 kN Tension 13.220 kN Compression O 18 kN Compression

5 @ 3 m = 15 m 12 kN 12 kN 12 kN 12 kN 12 kN 12 kN VG 20 kN> 40 kN- Determine the member force on member KL. 21.633 kN Tension 18 kN Tension 21.633 kN Compression O 60 kN Compression 2.00 kN Tension O 2.00 kN Compression 60 kN Tension O 13.220 kN Tension 13.220 kN Compression O 18 kN Compression

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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