3 222.5 kN 135.7 22 kN/m kN-m 30° A B 2 m- 3 m H 2 m- 4 m

Q: 8a kN a kN/m A -4.00- -6.00–

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Q: Shear/Moment Diagram

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Q: 4.24-4.47 Construct the shear force and bending moment diagrams 2009 09+30 +4°,03 04+ 400 POTOM DOD…

A: GIVEN DATA:-⇒One sided over hanging beam of span= 10m⇒UDL:-⇒UDL on A-B portion= 7 KN/m⇒UDL on B-C…

Q: Solve the value of Ely' 4m from the free end. 6 kN 2 kN/m 4 kN ITIIT T A 3 m -1.5 m 1.5 m- 103kNm^2…

A: To determine EIy' value from the free end of the beam.   In order to answer the problem, we will be…

Q: 9) Solve for the slope @ x= 3.5m b) Solve for the deflection @ c c) Ssive for the deflection @ D.

A: Using Conjugate Beam Method of analysis for calculation of deformations #####

Q: 10 N 10 N 20 N C E 10 N B R 6.0m 4.0m A J 8 BAYS @ 3.0 m EACH 20 N The vertical reaction at S is…

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Q: Using MDM, what is the reaction at support A? 4 kN 20 kN 18 kN 4 kN/m B C. 2m 6m 2m 2m 4m 2m Select…

A: Finding out reaction at support A.

Q: 18.2 kN/m 36.4kN/m

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Q: 1. Determine the Degree of Freedom of the following Structure

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Q: Using MDM, what is the reaction at support D? 4 kN 20 kN 18 kN 4 kN/m A B C. D 2m 6m 2m 2m 4m Select…

A: Finding out reaction at support D.

Q: 15 kN/m D E 6 m 9 m 12 kN/m A 10 m 5 m

A: To draw SFD and BMD

Q: FIND THE MOMENT OF THE 1.2 kN FORCE ABOUT POINT A AND ABOUT POINT B

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Q: Which section below has the larger negative moment capacity?

A: The negative moment capacity for sections A and B:Section A details:b = 200 mmd = 600 mm4 -25 mm…

Q: Resolve the following into x and y components given that ϴ = 70 deg:a) P1b) P2c) P3

A: The problem is asking us to resolve the forces P1, P2, and P3 into their x and y components. The…

Q: 15 kN 20kN/m 1.50 m v1.50 m Sm

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Q: 1. The resultant of two forees, one in the negedivex direction and the other in the negadive y…

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Q: A 3 m B 4 kN/m 3 m-

A: TO FIND   REACTIONS

Q: The beam shown in Figure 1 supports a distributed load of 20 kN/m. A is a pin support, and B is a…

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Q: Solve for the EIA using Area-Moment Method. 3m 50 kN B 2m EID@ pt. B 60KN dic 2.5m 荔

A: EI = Constant Determine the deflection at point-B using Area moment method.

Q: 35 KN/m 50 KN 1.0 m|1.0 4.0 m R1 R2

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Q: Calculate the velocity of block A and determine the direction of motion.

A: ##Determination velocity and direction of block A###

Q: Determine the vertical displacement at point B. 15 kN 6 kN/m 2EI COO El El VA 2.0 m 4.0 m 2.0 m Vo…

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Q: What is the normal force exerted by the roller? 25 KNim 150 KN 10 m Select one: a. 149.30 kN b.…

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Q: Given the following beam loadings a) Derive the shear and moment equations for the beam shown b)…

A: Solution:-  Support reactions, Ra+Re=7 kN Taking moment about A; ∑MA=0Re×8-7×1-5-10=0Re=228…

Q: Problem no. 2. Compute MD 1m 15 kN/m 4.2m B 5m 6m 3m 6 kN/m

A: Given: A simply supported beam  Required: Moment diagram

Q: Using three moment equation method compute and show the complete solution of the ff: 1.RA 8. Moment…

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Q: (a) moment about AB. (b) moment about line connecting points B and C. ( c) moment about OB.

A: Analysing the 3d figure

Q: Moment at B

A: Given data in question  2D frame Point loads Dimensions  To find out  Moment at Point B

Q: Use 3ME Method 2 14KN/ 25 Im 2M 714 kN/m Im

A: Given data:- Below diagram is given

Q: Shear at point B

A: The question is from solid mechanics subject and is from the topic shear force and bending moment:…

Q: Using MDM 5 cycles, what is the resulting moment at point A? 4 kN 20 kN 18 kN 4 kN/m A C. 2m 6m 2m…

A: Finding out resulting moment at point A.

Q: Draw the shear, bending moment, and axial force diagrams and the qualitative deflected shape for the…

A: As problem is too long, so only 1st part is solved. For 2nd part, post them as a separate question…

Q: Resolve the following into x and y components given that ϴ = 70 deg:a) P1b) P2c) P3

A: The problem is asking us to resolve the forces P1, P2, and P3 into their x and y components. The…

Q: 2 kN/m -4.5 m 4.5 m 2 kN/m

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Q: 10 kN 50 kN - m C -B 2m- 3 m

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Q: 30 41 Determine the 5m 3. Resultant of the following forces and moment a bout 3m 120 KN.m lo kN 2 m

A: Solution Given Diagram

Q: ASSIGAN MENT 1:Detiesmine the slope ond the displacement at pont b for the beam . 5m 15m

A: In a cantilever beam if the point load is acting at any point other than the free end, then slope…

Q: 90 low 114 KN 24 LN/m 2m " Im" 2m 3. Using the figure in Problem 2, analy ze the ndeterminuk beam…

A: Analyze the indeterminate beam using slope deflection method

Q: 1. 10KN/m 7m 12KN 10KN 2m 2m 2m

A: As per bartleby guidelines, only 1st question among multiple questions posted need to be solved.…

Q: 2m AA 50 kN 3m B TTTT 2m 35 kN 2m 70 kN 3m D 2m 40 KN D

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Q: Using double integration method determine the value of end shears, end moments and mid-span…

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Q: 8 kN 8 kN 15 kN/m 20 kN.m A B D 1 m -0.75 m- m 0.25 m

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Q: A ŢI 105 20 B mx 73m 13m | 1.5m x Compute 1.5m a) Fixed-end moment b) distribution factor C) moment…

A: FEM=?distribution factors=?moment at B=?

Q: 12m.t w s sor t 3.m o XX ses t 0 w

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Q: Calculate the a.) Double deflection Integration b.) Area- Moment at point E Method Method c.)…

A: NOTE : Since you have asked multiple methods we will solve the first method for you. If you want any…