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What are the reasons that if I start calculating the reactions
from the CD segment I...
Part B) For the frame (no sidesway) below, determine the reactions and draw the shear and moment ...
Part B) For the frame (no sidesway) below, determine the reactions and draw the shear and moment diagrams using the moment-distribution method of analysis. Joints A, B and E are fixed and all members are rigidly connected at C and D. You may perform the moment distribution by hand. E is constant, but I is as shown on the frame 50 kN 50 kN 4 m 6 kN/m 21 1.51 1.51 6 m 8 Part 3) Reanalyze the frame of...
All i need is graphs thank you! Problem 9.22 Consider the frame shown in (Figure 1)....
All i need is graphs thank you!
Problem 9.22 Consider the frame shown in (Figure 1). Assume A and B are pins and the joint at C is fixed connected. Er is constant. Draw the moment diagram for member AC. Follow the sign convention for the internal loadings in the beam shown in the figure below. Click on "add vertical line off" to add discontinuity lines. Then click on "add segment" button to add functions between the lines. Note 1...
The force F is equal to 213 lbs please solve as fast as you can i will rate. Determine the magnitue and direction of the reactions of the external posts such as Ax and Ay and Bx and By as well as the...
The force F is equal to 213 lbs please solve as fast as you
can i will rate. Determine the magnitue and direction of the
reactions of the external posts such as Ax and Ay and Bx and By as
well as the internal hinges N1 V1 and M1
Figure 1-Frame 10 N/m 5 N/m Parabola 3 m 6 m 10 N/m 8 m 9 m 4 m 4 m
Figure 1-Frame 10 N/m 5 N/m Parabola 3 m 6...
3- (SKMMIH3/SME2113) from plastic having modulus of elasticity, E-4.0GPa a) Bar ABCD shown in Figure Q3a is made The bar consists of three segments, AB, BC, and CD. Segment AB is hollow and segm...
3- (SKMMIH3/SME2113) from plastic having modulus of elasticity, E-4.0GPa a) Bar ABCD shown in Figure Q3a is made The bar consists of three segments, AB, BC, and CD. Segment AB is hollow and segments BC and CD are solids If the shortening (contraction) of bar ABCD is limited to 4.0 mm, determine the maximum allowable force P to be applied at C. (8 marks) 90 mm ΟΙ 00 mm 1080 min PL 500 mm 250 mm 250 mm Figure Q3a...
Learning Goal: To solve for forces in statically indeterminate bars with axial loads. Consider a new...
Learning Goal: To solve for forces in statically indeterminate bars with axial loads. Consider a new structure, where the thickness of the bar is reduced to 32.5 mm from C to B (it is still square) (Figure 2) and <= 3.75 m. If the applied load is F - 370 kN , then what is the reaction at ? Let a positive reaction act to the right. The total length is still 6 m Express your answer with appropriate units...
Question I.5 Figure 1.5 shows a frame with loads at A and D. Select the closest...
Question I.5 Figure 1.5 shows a frame with loads at A and D. Select the closest value for the magnitude of the total reaction at B. Assume the weight of the frame is zero. 40 kN VE 96.2 kN (a) (Ь -40 kN 5 m (c) -87.5 kN 30 kN (d) 57 kN 4m ao 1 m (e) 50 kN Figure L.5 Low mass frame Question I.6 In the shear and bending moment equations for beams, which of the following...
Learning Goal: Part A - Force with a known deflection To solve for forces in statically...
Learning Goal: Part A - Force with a known deflection To solve for forces in statically indeterminate bars with axial loads. When the number of reaction forces is greater than the number of equilibrium equations, the system is slatically indeterminate. Solving for the reactions requires some additional equations. These additional equations come from considering compatibility relationships (.e., continuity of displacements and relationships between displacements and loads). For an axially loaded member, the compatibility relationship for the deflections can be written...
I just need the blank data table with all the reactions shown. I need ALL 36...
I just need the blank data table with
all the reactions shown. I need ALL 36 spaces for reacting
solutions. I don't need the observations. Please
help.
ARE hem 310 LAB EXPERIMENT #6 Chemical Reactions: Double Replacements I. OBJECTIVES 1. To perform and record observations of some chemical reactions. 2. To gain skill in writing balanced equations from observations of chemical reactions using known reactants. 3. To look for ions that, if present, may cause the compounds to be insoluble...
Please all the questions. Give an estimate guess if u can't compute answer Identify the zero-force members in the truss...
Please all the questions. Give an estimate guess if u can't
compute answer
Identify the zero-force members in the truss shown. 10 000 N 10 000 N 10 000 N (A) GI, HI O (B) AB, GH O (C) AB, HI, GI O (D) AB, GH, GI, HI, EG Which of the following statements about the method of sections for truss analysis is true? (A) It requires knowledge of reactions at all joints to one side of the member of...
I got the first 4 steps done. Just need to know what formulas from the data...
I got the first 4 steps done. Just need to know what
formulas from the data
to use for steps 5,6, and 7.
Step #1 ASSUMPTIONS Launch-it S10.00 Product #1: Sales price per unit Variable costs per unit: 1.00 2.00 1.00 4.00 Purchase Price Shipping and HandlingS Sales Comission Total variable cost per unit 200 Monthly volume Treat-Time $30.00 Product #2: Sales price per unit Variable costs per unit: 7.00 8.00 3.00 18.00 Purchase Price Shipping and Handling Sales Comission...
Part B) For the frame (no sidesway) below, determine the reactions and draw the shear and moment diagrams using the moment-distribution method of analysis. Joints A, B and E are fixed and all members are rigidly connected at C and D. You may perform the moment distribution by hand. E is constant, but I is as shown on the frame 50 kN 50 kN 4 m 6 kN/m 21 1.51 1.51 6 m 8 Part 3) Reanalyze the frame of...
All i need is graphs thank you!
Problem 9.22 Consider the frame shown in (Figure 1). Assume A and B are pins and the joint at C is fixed connected. Er is constant. Draw the moment diagram for member AC. Follow the sign convention for the internal loadings in the beam shown in the figure below. Click on "add vertical line off" to add discontinuity lines. Then click on "add segment" button to add functions between the lines. Note 1...
The force F is equal to 213 lbs please solve as fast as you
can i will rate. Determine the magnitue and direction of the
reactions of the external posts such as Ax and Ay and Bx and By as
well as the internal hinges N1 V1 and M1
Figure 1-Frame 10 N/m 5 N/m Parabola 3 m 6 m 10 N/m 8 m 9 m 4 m 4 m
Figure 1-Frame 10 N/m 5 N/m Parabola 3 m 6...
3- (SKMMIH3/SME2113) from plastic having modulus of elasticity, E-4.0GPa a) Bar ABCD shown in Figure Q3a is made The bar consists of three segments, AB, BC, and CD. Segment AB is hollow and segments BC and CD are solids If the shortening (contraction) of bar ABCD is limited to 4.0 mm, determine the maximum allowable force P to be applied at C. (8 marks) 90 mm ΟΙ 00 mm 1080 min PL 500 mm 250 mm 250 mm Figure Q3a...
Learning Goal: To solve for forces in statically indeterminate bars with axial loads. Consider a new structure, where the thickness of the bar is reduced to 32.5 mm from C to B (it is still square) (Figure 2) and <= 3.75 m. If the applied load is F - 370 kN , then what is the reaction at ? Let a positive reaction act to the right. The total length is still 6 m Express your answer with appropriate units...
Question I.5 Figure 1.5 shows a frame with loads at A and D. Select the closest value for the magnitude of the total reaction at B. Assume the weight of the frame is zero. 40 kN VE 96.2 kN (a) (Ь -40 kN 5 m (c) -87.5 kN 30 kN (d) 57 kN 4m ao 1 m (e) 50 kN Figure L.5 Low mass frame Question I.6 In the shear and bending moment equations for beams, which of the following...
Learning Goal: Part A - Force with a known deflection To solve for forces in statically indeterminate bars with axial loads. When the number of reaction forces is greater than the number of equilibrium equations, the system is slatically indeterminate. Solving for the reactions requires some additional equations. These additional equations come from considering compatibility relationships (.e., continuity of displacements and relationships between displacements and loads). For an axially loaded member, the compatibility relationship for the deflections can be written...
I just need the blank data table with
all the reactions shown. I need ALL 36 spaces for reacting
solutions. I don't need the observations. Please
help.
ARE hem 310 LAB EXPERIMENT #6 Chemical Reactions: Double Replacements I. OBJECTIVES 1. To perform and record observations of some chemical reactions. 2. To gain skill in writing balanced equations from observations of chemical reactions using known reactants. 3. To look for ions that, if present, may cause the compounds to be insoluble...
Please all the questions. Give an estimate guess if u can't
compute answer
Identify the zero-force members in the truss shown. 10 000 N 10 000 N 10 000 N (A) GI, HI O (B) AB, GH O (C) AB, HI, GI O (D) AB, GH, GI, HI, EG Which of the following statements about the method of sections for truss analysis is true? (A) It requires knowledge of reactions at all joints to one side of the member of...
I got the first 4 steps done. Just need to know what
formulas from the data
to use for steps 5,6, and 7.
Step #1 ASSUMPTIONS Launch-it S10.00 Product #1: Sales price per unit Variable costs per unit: 1.00 2.00 1.00 4.00 Purchase Price Shipping and HandlingS Sales Comission Total variable cost per unit 200 Monthly volume Treat-Time $30.00 Product #2: Sales price per unit Variable costs per unit: 7.00 8.00 3.00 18.00 Purchase Price Shipping and Handling Sales Comission...
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