Situation 2: Bean ABCDEFG below is subjeckd to multiple loads as show The total length the beam is lom. Analyze the beam completely- 3KN Soromin 20D0 Mm o ohm 200d mm 3 Determine the shear equation fer seghent B-C 24.Determnine the bmoment eguahby segnet C-D 5i Determine the maximuna negptive bmoment

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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DATE.
Kiara Maristell Reyas
CIE 13 Main 3
Situation 2: Beam ABCDEFG below is sibjeckd to multiple loads
as show The total length o the beam is |om. Analyze the beam
completely-
Soro min
2000 mm
20D0 Mm
3 Detenmine the shear equation for seghet B-e
24.Deteranine t moment eguahby segact C-D
5 Determine thhe maximunm
hegotive moment
negotve imoment
6-Detormine the maximum posIHve sliears
1 Determine the maximum
postive moment
& Deter mine the moment eguoton for segment A-B
F-G
9. Deter mine Hhe eament equation at segment
T0 Determine the vertical reaction at F
Transcribed Image Text:DATE. Kiara Maristell Reyas CIE 13 Main 3 Situation 2: Beam ABCDEFG below is sibjeckd to multiple loads as show The total length o the beam is |om. Analyze the beam completely- Soro min 2000 mm 20D0 Mm 3 Detenmine the shear equation for seghet B-e 24.Deteranine t moment eguahby segact C-D 5 Determine thhe maximunm hegotive moment negotve imoment 6-Detormine the maximum posIHve sliears 1 Determine the maximum postive moment & Deter mine the moment eguoton for segment A-B F-G 9. Deter mine Hhe eament equation at segment T0 Determine the vertical reaction at F
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