Homework Answers
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for the beam shown, draw the shear and moment diagrams. clearly indicate positions where shear us...
for the beam shown, draw the shear and moment diagrams.
clearly indicate positions where shear us equal to zero and whether
each segment is constant, linear, quadratic, or cubic.
85 kN 24 kN/m Hinge A B ob D С 8 m 8 m 3 m
Please show all work and steps. Any help will be appreciated and thank you for your...
Please show all work and steps.
Any help will be appreciated and thank you for your time!
85 kN 24 kN/m Hinge A B 8 m 8 m 3 m For the beam shown, draw the shear and moment diagrams. Clearly indicate positions where shear is equal to zero, if applicable, and whether each segment is constant, linear, quadratic, or cubic.
Question No. 3 (25%) Determine the reactions at A, B and D, where A is hinge,...
Question No. 3 (25%) Determine the reactions at A, B and D, where A is hinge, B and D are rollers. Use the compatibility method of analysis. Draw the shear and bending moment diagrams FREE BODY DIAGRAMS, SECTIONS AND ALL CALCULATION STEPS MUST BE SHOWN 250 KN 25 kN/m -В с 12 m 6 m 6 m 1.57 E = constant
Draw a free-body diagram of the segment 8≤x<14 m where x is in meters on paper....
Draw a free-body diagram of the segment 8≤x<14 m
where x is in meters on paper. Write expressions for the
internal shear, V, and moment, M,
over this segment. (the answer requires x)
Learning Goal: To determine all of the reactive forces and moments acting on a beam, express the shear and bending moment as functions of their positions along the beam, and construct shear and bending moment diagrams. The cantilever beam shown is subjected to a moment at A...
Question 1: (20 Points) For the beam and loading shown: a- Draw shear and moment diagrams. b- Write equations of shear and moment for all segments of the beam from 20 kN 0 kN 8 kN/m x =-4 to x = 8, U...
Question 1: (20 Points) For the beam and loading shown: a- Draw shear and moment diagrams. b- Write equations of shear and moment for all segments of the beam from 20 kN 0 kN 8 kN/m x =-4 to x = 8, Use x-y axes as shown. Do not change x-y coordinates. Answers: M56 kN-mx4.09 kN-m
Question 1: (20 Points) For the beam and loading shown: a- Draw shear and moment diagrams. b- Write equations of shear and moment for...
1000N/m 500N/m 1500 N 4.5 kN-m hinge 2.0m 1.5m 1.5m 1.0m1.5m 2.0m1.0m 2.0m Draw the shear and moment diagrams using the...
1000N/m 500N/m 1500 N 4.5 kN-m hinge 2.0m 1.5m 1.5m 1.0m1.5m 2.0m1.0m 2.0m Draw the shear and moment diagrams using the method of integrals
1000N/m 500N/m 1500 N 4.5 kN-m hinge 2.0m 1.5m 1.5m 1.0m1.5m 2.0m1.0m 2.0m Draw the shear and moment diagrams using the method of integrals
SP3-4 8 kN/m q(x) = (2+2x) kN/m 2 kN/m For the beam above, find equations for...
SP3-4 8 kN/m q(x) = (2+2x) kN/m 2 kN/m For the beam above, find equations for internal shear force and bending moment (V(x) & M(x)), draw shear and moment (V & M) diagrams, and find the maximum positive and negative (+ & shear forces and bending moments in the beam. Answers to SP3
65 kN 45 kN/m 35 kN/m DI El A36 Steel . Factor of safety must be 3.0 with respect to yielding in tension or compression and 3.5 with respect to yielding irn shear. . Determine which beam will b...
65 kN 45 kN/m 35 kN/m DI El A36 Steel . Factor of safety must be 3.0 with respect to yielding in tension or compression and 3.5 with respect to yielding irn shear. . Determine which beam will be lightest. 1) Draw a shear force and moment diagrams of the beam with maximums shown and non -linear curves shown. 2) Tentatively select a beam based on max normal stress 3) Check the tentatively selected beam for max shear 4) Find...
65 kN 45 kN/m 35 kN/m 1 m A36 Steel .Factor of safety must be 3.0 with respect to yielding in tension or compression and 3.5 with respect to yielding in shear .Determine which beam will be lighte...
65 kN 45 kN/m 35 kN/m 1 m A36 Steel .Factor of safety must be 3.0 with respect to yielding in tension or compression and 3.5 with respect to yielding in shear .Determine which beam will be lightest 1) Draw a shear force and moment diagrams of the beam with maximums shown and non-linear curves sho wn. 2) Tentatively select a beam based on max normal stress 3) Check the tentatively selected beam for max shear 4) Find and identify...
Will rate!! 6 kN 1.4kN m 16 KN m 1:3 Now draw the moment diagram for...
Will rate!!
6 kN 1.4kN m 16 KN m 1:3 Now draw the moment diagram for the beam. Begin by placing the lines of discontinuity Note-Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place 2 vertical l it will appear correct visually because the lines overlap, but the system will mark it wrong View Available Hint(s) add vertical line of olete+add segment 3 reset? help M (kN-m 50 40 x...
for the beam shown, draw the shear and moment diagrams.
clearly indicate positions where shear us equal to zero and whether
each segment is constant, linear, quadratic, or cubic.
85 kN 24 kN/m Hinge A B ob D С 8 m 8 m 3 m
Please show all work and steps.
Any help will be appreciated and thank you for your time!
85 kN 24 kN/m Hinge A B 8 m 8 m 3 m For the beam shown, draw the shear and moment diagrams. Clearly indicate positions where shear is equal to zero, if applicable, and whether each segment is constant, linear, quadratic, or cubic.
Question No. 3 (25%) Determine the reactions at A, B and D, where A is hinge, B and D are rollers. Use the compatibility method of analysis. Draw the shear and bending moment diagrams FREE BODY DIAGRAMS, SECTIONS AND ALL CALCULATION STEPS MUST BE SHOWN 250 KN 25 kN/m -В с 12 m 6 m 6 m 1.57 E = constant
Draw a free-body diagram of the segment 8≤x<14 m
where x is in meters on paper. Write expressions for the
internal shear, V, and moment, M,
over this segment. (the answer requires x)
Learning Goal: To determine all of the reactive forces and moments acting on a beam, express the shear and bending moment as functions of their positions along the beam, and construct shear and bending moment diagrams. The cantilever beam shown is subjected to a moment at A...
Question 1: (20 Points) For the beam and loading shown: a- Draw shear and moment diagrams. b- Write equations of shear and moment for all segments of the beam from 20 kN 0 kN 8 kN/m x =-4 to x = 8, Use x-y axes as shown. Do not change x-y coordinates. Answers: M56 kN-mx4.09 kN-m
Question 1: (20 Points) For the beam and loading shown: a- Draw shear and moment diagrams. b- Write equations of shear and moment for...
1000N/m 500N/m 1500 N 4.5 kN-m hinge 2.0m 1.5m 1.5m 1.0m1.5m 2.0m1.0m 2.0m Draw the shear and moment diagrams using the method of integrals
1000N/m 500N/m 1500 N 4.5 kN-m hinge 2.0m 1.5m 1.5m 1.0m1.5m 2.0m1.0m 2.0m Draw the shear and moment diagrams using the method of integrals
SP3-4 8 kN/m q(x) = (2+2x) kN/m 2 kN/m For the beam above, find equations for internal shear force and bending moment (V(x) & M(x)), draw shear and moment (V & M) diagrams, and find the maximum positive and negative (+ & shear forces and bending moments in the beam. Answers to SP3
65 kN 45 kN/m 35 kN/m DI El A36 Steel . Factor of safety must be 3.0 with respect to yielding in tension or compression and 3.5 with respect to yielding irn shear. . Determine which beam will be lightest. 1) Draw a shear force and moment diagrams of the beam with maximums shown and non -linear curves shown. 2) Tentatively select a beam based on max normal stress 3) Check the tentatively selected beam for max shear 4) Find...
65 kN 45 kN/m 35 kN/m 1 m A36 Steel .Factor of safety must be 3.0 with respect to yielding in tension or compression and 3.5 with respect to yielding in shear .Determine which beam will be lightest 1) Draw a shear force and moment diagrams of the beam with maximums shown and non-linear curves sho wn. 2) Tentatively select a beam based on max normal stress 3) Check the tentatively selected beam for max shear 4) Find and identify...
Will rate!!
6 kN 1.4kN m 16 KN m 1:3 Now draw the moment diagram for the beam. Begin by placing the lines of discontinuity Note-Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place 2 vertical l it will appear correct visually because the lines overlap, but the system will mark it wrong View Available Hint(s) add vertical line of olete+add segment 3 reset? help M (kN-m 50 40 x...
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