Draw the Shear force diagram & Bending moment diagram for the cantilever beam as shown in figure, mark the salient points in the diagram. Neglect the self-weight of the beam, where F1 =10 N, F2 =60N, F3 =30 N, F4 =10N, a =5 m, b=2 m, c=3 m, d=5 m

Draw the Shear force diagram & Bending moment diagram for the cantilever beam as shown in figure, mark the salient points in the diagram. Neglect the self-weight of the beam, where F1 =10 N, F2 =60N, F3 =30 N, F4 =10N, a =5 m, b=2 m, c=3 m, d=5 m

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

3 For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. V = 9 kN, V2 = 9 kN, V3 = 200 mm, and V4 = 1100 mm. ATAT-V3 Provide values at all key points shown in the given shear-force and bending-moment diagrams. X (mm) B A = B = C = D = E= F= P = Q = E * KN * KN * KN × KN KN x KN ✩ kN.mm *kN.mm D 0.00 Reaction force R₁ (left) = In the shear-force and bending-moment diagrams given, +V 0.00 X (mm) 6.3 kN and reaction force R2 (right) = P 11.7 kN. Q 0.00
Draw the Shear force diagram & Bending moment diagram for the cantilever beam as shown in figure, mark the salient points in the diagram. Neglect the self-weight of the beam, where F, =25 N, F2 =40N, F3 =30 N, F4 =20N, a =5 m, b=2 m, c=4 m, d=4 m F4 F3 F2 F1 E D A d. b a (Enter only the values in the boxes by referring the units given in bracket. Also upload the hand written answer in the link provided) (i) The reaction at the fixed support "A" (unit in N)=_ (ii) Shear force at the point "A" (Unit in N) = %3D (iii) Shear force at the point "E" (Unit in N) = %3D
Draw the shear force and bending moment diagram for the loaded beam shown below. Also mark the salient points in the diagram. where F=20 N, F2=70N, F3=80N, a=3m, b=2 m, c=6m & d=2m. Neglect the self weight of the beam. F1 F2 F3 b Shear force at the point "B" = N) (unit in The Reaction at the support "A" RA (Unit in N) is The Reaction at the support "B" Rg (Unit in N) is Bending Moment with respect to "B" = (unit Nm) Shear force at the point "A" = N) Bending Moment with respect to "E" = (unit Nm) (unit in Shear force at the point "C" = _ (unit in N) Bending Moment with respect to "D" = (unit Nm) Bending Moment with respect to "C" = (unit Nm) Shear force at the point "D" = N) (unit in Bending Moment with respect to "A" = (unit Nm) Shear force at the point "E" = N) (unit in
Draw the Shear force diagram & Bending moment diagram for the cantilever beam as shown in figure, mark the salient points in the diagram. Neglect the self-weight of the beam, where F1 =25 N, F2 =40N, F3 =30 N, F4 =20N, a =5 m, b=2 m, c=4 m, d=4 m F4 F3 F2 F1 E, A d b a (Enter only the values in the boxes by referring the units given in bracket. Also upload the hand written answer in the link provided)
Draw the shear force diagram and bending moment diagram for the loaded cantilever beam as shown in figure. Mark all salient point in the diagram. Neglect the self-weight of the beam. Where P=4m, Q=3m, R=4m, S=9m, F1=5 N, U=10N/m, F2=40N, (i) The reaction at A (unit is in N) = ___________ (ii)Shear force at "A" (Unit is in N) =_______________ (iii)Shear force at "B" (Unit is in N) =_______________ (iii)Shear force at "B" (Unit is in N) =_______________ (v) Shear force at "D" (Unit is in N) =_______________ (vi) Shear force at "E" (Unit is in N) =_______________ (vii) Bending moment at "E" (unit is Nm) = __________ (viii) Bending moment at "D" (unit is Nm) = __________ (ix) Bending moment at "C" (unit is Nm) = __________ (x) Bending moment at "B" (unit is Nm) = __________ (xi) Bending moment at "A" (unit is Nm) = __________
de The beam shown supports a load that varies uniformly from 250 N/m at the left end to 0 N/m at the right end. The lengths of the beam segments are d₁=2 m, d₂ = 2 m, and d₂ = 8 m. Reactions Determine the reactions at pin A and roller C. Let positive values indicate upward forces. A= C= Internal Load Determine the internal shear and bending moment at a section passing through point D. Use the standard convention for the meaning of positive shears and bending moments. VD= Mp=
SHEAR AND MOMENT DIAGRAM PROBLEM 2 Use the AREA method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 6.9 ft, b = 10.4 ft, c = 5.8 ft, and w = 9.5 kips/ft. Label all significant points on each diagram and identify the maximum moments (both positive and negative) along with their respective locations. Clearly differentiate straight-line and curved portions of the diagrams. Determine the maximum shear force and bending moment in the beam. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. The roller at point D indicates that motion is restricted both up and down, and the beam will not lift off the roller. a B W b O D X
Draw the shear force diagram for the following beam
SHEAR AND MOMENT DIAGRAM PROBLEM 2 Use the AREA method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 6.9 ft, b = 10.4 ft, c = 5.8 ft, and w = 9.5 kips/ft. Label all significant points on each diagram and identify the maximum moments (both positive and negative) along with their respective locations. Clearly differentiate straight-line and curved portions of the diagrams. Determine the maximum shear force and bending moment in the beam. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. The roller at point D indicates that motion is restricted both up and down, and the beam will not lift off the roller. a B W b C D X
Draw the shear force diagram and bending moment diagram for the loaded cantilever beam as shown in figure. Mark all salient point in the diagram. Neglect the self-weight of the beam. Where P=3m, Q=2m, R=3m, S=3m, F1=20 N, F2=10N, U=15N/m. (i) The reaction at A (unit is in N) = ___________ (ii)Shear force at "A" (Unit is in N) =_______________ (iii)Shear force at "B" (Unit is in N) =_______________ (iv)Shear force at "C" (Unit is in N) =_______________ (v) Shear force at "D" (Unit is in N) =_______________ (vi) Shear force at "E" (Unit is in N) =_______________ (vii) Bending moment at "E" (unit is Nm) = __________ (viii) Bending moment at "D" (unit is Nm) = __________ (ix) Bending moment at "C" (unit is Nm) = __________ (x) Bending moment at "B" (unit is Nm) = __________ (xi) Bending moment at "A" (unit is Nm) = __________
From the figure shown: X1 q=15 kN/m X2 10m. ********** x1 What is the moment at midspan if X1 = 2 m. Find the distance x₁, if the moment at midspan is zero. 3 Determine the distance x2 so that the maximum moment in the beam is the least possible value.
A beam is supported and loaded as shown. In the section of the beam between 'A' and 'B', the equation for the resisting bending moment was determined as: M₁ = -6.5x²+50x. Determine the magnitude of maximum resisting bending moment (Mr,max) in the section. Note: Do NOT include units in your answer Answer: AA B