Shear Force is the algebraic sum of all vertical forces acting on either side of the point on the beam. Shear force is to shear off the beam along with the point where it is acting.
1- Calculate Reactions
we will use Minus (-) Sign for
downward forces (Loads) and Positive (+) Signs for Upward Forces (Reactions or
Supports)
Taking Moment at Reaction "A"
+RAx0 - (1200x60)-(3000x20)-(4000x47)+(RBx60)
-(72000)-(60000)-(188000)+RBx60
RB = 320000/60 =
5333.333 Lbs
We know that (RA+RB) = Total Load
RA+RB = (3000+4000)+(1200x60)
RA+RB = 79000 Lbs_________Eq.1
Putting value of RB in Eq.1
RA+(5333.333) = 79000 Lbs_________Eq.1
RA = 73666.667 Lbs
Now Calculating Shear forces at
different points
Shear force at point "a" due to reaction A = +73666.667 Lbs
Shear force at point "b" = 73666.667-(1200x20)-(3000)
SF due to UDL =73666.667-(24000)= +49666.667 Lbs
SF due to Point Load =49666.667-(3000)= +46666.667 Lbs
Shear force at point "c" = +46666.667-(1200x27)-(4000)
SF due to UDL =+46666.667-(1200x27)= +14266.667
Lbs
SF due to Point Load =+14266.667-(4000) = +10266.667
Lbs
Shear force at point "d" = +10266.667-(1200x13)+(5333.333)
SF due to UDL = +10266.667-(1200x13) = -
5333.333
SF due to Reaction RB = -5333.333+5333.333 =0
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