A1 Present the shear force and bending moment diagrams of the following beams and frames (Figure A1). There is no need to consider the buckling of any compression members. No calculation is required. P kN P kN Figure A1 (a): Cantilever beam encastrated at point A and subjected to 2 point loads P (kN)

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Chapter2: Loads On Structures
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A1
Present the shear force and bending moment diagrams of the following beams and
frames (Figure A1). There is no need to consider the buckling of any compression
members. No calculation is required.
P kN
P kN
Figure A1 (a): Cantilever beam encastrated at point A and subjected to 2 point loads P (kN)
w kN/m
Lm
Lm
Figure A1 (b): Two-span continuous beam (encastrated on the left-hand side) subjected to
uniformly distributed load w (kN/m) –
P kN
Figure A1 (c): Cantilever beam encastrated at point A and subjected to 1 point load P (kN) –
Transcribed Image Text:A1 Present the shear force and bending moment diagrams of the following beams and frames (Figure A1). There is no need to consider the buckling of any compression members. No calculation is required. P kN P kN Figure A1 (a): Cantilever beam encastrated at point A and subjected to 2 point loads P (kN) w kN/m Lm Lm Figure A1 (b): Two-span continuous beam (encastrated on the left-hand side) subjected to uniformly distributed load w (kN/m) – P kN Figure A1 (c): Cantilever beam encastrated at point A and subjected to 1 point load P (kN) –
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