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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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PLEASE ANSWER THIS. Help me
5 @ 3 m = 15 m
12 kN
12 kN
12 kN
12 kN
12 kN
12 kN
VG
20 kN >
VH
40 kN-
Determine the member force on member KL.
O 21.633 kN Tension
O 18 kN Tension
O 21.633 kN Compression
O 60 kN Compression
2.00 kN Tension
O 2.00 kN Compression
O 60 kN Tension
O 13.220 kN Tension
O 13.220 kN Compression
18 kN Compression
Transcribed Image Text:5 @ 3 m = 15 m 12 kN 12 kN 12 kN 12 kN 12 kN 12 kN VG 20 kN > VH 40 kN- Determine the member force on member KL. O 21.633 kN Tension O 18 kN Tension O 21.633 kN Compression O 60 kN Compression 2.00 kN Tension O 2.00 kN Compression O 60 kN Tension O 13.220 kN Tension O 13.220 kN Compression 18 kN Compression
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