Solved: Draw the shear and moment diagrams for the beam

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Draw the shear and moment diagrams for the beam.
SOLUTION
Referring to the FBD of the left segment of the beam sectioned at an arbitrary distance ofย ๐‘ฅย from the left support, Fig.ย ๐‘Ž,ย and settingย ๐‘‰=0,
+uarr๐›ด๐น๐‘ฆ=0;,7.50-12(63๐‘ฅ)๐‘ฅ=0,๐‘ฅ=2.739๐‘š
โ‡ƒ+๐›ด๐‘€=0;,๐‘€+12|63(2.739)|(2.739)(2.7393)-7.50(2.739)=0
๐‘€=13.69๐‘˜๐‘*๐‘š
=13.7๐‘˜๐‘*๐‘š
Whenย ๐‘ฅ=3๐‘š,
darr+๐›ด๐‘€=0;,๐‘€+12|63(3)|(3)(33)-7.50(3)=0,๐‘€=13.5๐‘˜๐‘*๐‘š
Write an equation as a function ofย ๐‘ฅย for the following:ย ๐‘ฅ๐ด๐ต๐‘‰max=+-7.5๐‘˜๐‘
๐‘€max=13.7๐‘˜๐‘*๐‘š4.5,ย ๐‘‘๐‘œย the cut section fromย ๐ดย ๐‘ก๐‘œย theย 3ย ๐‘Ÿ๐‘‘ย cut. Thenย ๐‘‘๐‘œย the cut section fromย ๐ตย ๐‘ก๐‘œย theย 3๐‘Ÿ๐‘‘ย cutย ๐‘ก๐‘œย show how the lengths differ.
Ans.
๐‘‰max=+-7.5๐‘˜๐‘
๐‘€max=13.7๐‘˜๐‘*๐‘š4.5.ย Make sure the lengths areย ๐‘–๐‘›ย ๐‘ฅ.
Forย 4.5,ย ๐‘‘๐‘œย the cut section fromย ๐ดย ๐‘ก๐‘œย theย 3ย ๐‘Ÿ๐‘‘ย cut. Thenย ๐‘‘๐‘œย the cut section fromย ๐ตย ๐‘ก๐‘œย theย 3๐‘Ÿ๐‘‘ย cutย ๐‘ก๐‘œย show how the lengths differ.
Ans.
๐‘‰max=+-7.5๐‘˜๐‘
๐‘€max=13.7๐‘˜๐‘*๐‘š3ย andย 4.5.ย Make sure the lengths areย ๐‘–๐‘›ย ๐‘ฅ.
Forย 4.5,ย ๐‘‘๐‘œย the cut section fromย ๐ดย ๐‘ก๐‘œย theย 3ย ๐‘Ÿ๐‘‘ย cut. Thenย ๐‘‘๐‘œย the cut section fromย ๐ตย ๐‘ก๐‘œย theย 3๐‘Ÿ๐‘‘ย cutย ๐‘ก๐‘œย show how the lengths differ.
Ans.
๐‘‰max=+-7.5๐‘˜๐‘
๐‘€max=13.7๐‘˜๐‘*๐‘š

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