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THIS IS A SIMPLE BEAM WITH A SPAN LENGTH, L = 5M, BUT WITH 2M OVERHANG AT THE LEFT. 2M 5M R1 R2 1. DRAW THE INFLUENCE LINES ALONG WITH; A.) ALL SUPPORT REACTIONS, B.) MOMENT AT 0.4L FROM THE LEFT SUPPORT C.) SHEAR AT 0.4L FROM THE LEFT SUPPORT 2. AFTER DRAWING THE INFLUENCE DIAGRAMS LOCATE AND SOLVE FOR THE MAXIMUM SHEAR, MOMENT AND BOTH REACTIONS OF ALL BEAMS USING A.) SINGLE CONCENTRATED LOAD OF 15KN B.) UNIFORM LOAD OF 15KN/M WITH A 2.5M LOADED LENGTH

THIS IS A SIMPLE BEAM WITH A SPAN LENGTH, L = 5M, BUT WITH 2M OVERHANG AT THE LEFT. 2M 5M R1 R2 1. DRAW THE INFLUENCE LINES ALONG WITH; A.) ALL SUPPORT REACTIONS, B.) MOMENT AT 0.4L FROM THE LEFT SUPPORT C.) SHEAR AT 0.4L FROM THE LEFT SUPPORT 2. AFTER DRAWING THE INFLUENCE DIAGRAMS LOCATE AND SOLVE FOR THE MAXIMUM SHEAR, MOMENT AND BOTH REACTIONS OF ALL BEAMS USING A.) SINGLE CONCENTRATED LOAD OF 15KN B.) UNIFORM LOAD OF 15KN/M WITH A 2.5M LOADED LENGTH

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THIS IS A SIMPLE BEAM WITH A SPAN LENGTH, L = 5M, BUT WITH 2M OVERHANG AT THE LEFT. 2M 5M R1 R2 1. DRAW THE INFLUENCE LINES ALONG WITH; A.) ALL SUPPORT REACTIONS, B.) MOMENT AT 0.4L FROM THE LEFT SUPPORT C.) SHEAR AT 0.4L FROM THE LEFT SUPPORT 2. AFTER DRAWING THE INFLUENCE DIAGRAMS LOCATE AND SOLVE FOR THE MAXIMUM SHEAR, MOMENT AND BOTH REACTIONS OF ALL BEAMS USING A.) SINGLE CONCENTRATED LOAD OF 15KN B.) UNIFORM LOAD OF 15KN/M WITH A 2.5M LOADED LENGTH
Transcribed Image Text:THIS IS A SIMPLE BEAM WITH A SPAN LENGTH, L = 5M, BUT WITH 2M OVERHANG AT THE LEFT. 2M 5M R1 R2 1. DRAW THE INFLUENCE LINES ALONG WITH; A.) ALL SUPPORT REACTIONS, B.) MOMENT AT 0.4L FROM THE LEFT SUPPORT C.) SHEAR AT 0.4L FROM THE LEFT SUPPORT 2. AFTER DRAWING THE INFLUENCE DIAGRAMS LOCATE AND SOLVE FOR THE MAXIMUM SHEAR, MOMENT AND BOTH REACTIONS OF ALL BEAMS USING A.) SINGLE CONCENTRATED LOAD OF 15KN B.) UNIFORM LOAD OF 15KN/M WITH A 2.5M LOADED LENGTH
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