Calculate the maximum moment for the given moving loads shown Given: P=48.92kN X=3.52m answer: 831.1508 Need right solution

Q: a. Determine the reaction (R) b. Determine the end moment at wall (Mc) C. Determine the tangential…

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Q: figure below shows the reinforced concrete beam AB of a tourist lookout at the free end. Its weight…

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Q: Compute the allowable resisting moment used the transformed Area method. are fc=1800 fs= f's = 24000…

A: Calculate allowable resisting moment Working stress method Transformed area method

Q: A reinforced concrete T-beam has an effective flange width of 750 mm with a thickness of 100 mm. The…

A: given- an isolated T beam. required- to find moment carrying capacity of T beam.

Q: 1) calculate the reaction forces  2) Calculate and draw the Bending moment digram, and what is the…

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Q: 10kn 8kn 4KN/m B 1 1 C A 6m 2m 2m 4m 2m

A: To find the reactions at each support using the moment distribution method.

Q: What is the Maximum moment in kN-m. Given: w = 38, a = 4, b = 3, and c = 1. RA am B W kN/m bm Skecm…

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Q: 40KN/m 210kN E B D 8m 8m 4m 4m

A: For analyzing the above given beam we will be using 3-moment theorem. In this first we have to…

Q: Q=15, thanks.

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Q: reactions at A & B.

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Q: 10 EN/m 2 Nim 2kN

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Q: Item 7-9 (Virtual Work Method) 7. The flexural rigidity of the frame shown is constant. Find the…

A: The frame is a structure in which the different type of indeterminacy is there. Which can be…

Q: Situation 7: Considering the same figure as above, the towline exerts a force P =4 kN at the end of…

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Q: a. Determine the reaction (R) b. Determine the end moment at wall (Mc) C. Determine the tangential…

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Q: A propped beam shown below is loaded with UDL along its entire span. Determine the following: a.…

A: Find reaction R Moment at C  And deviation (tB/C)

Q: If load P= 80 kN, find the reaction R

A: follow as given

Q: Find the moment at joint A, B, C ,D and E Pls answer asap

A: Calculations of distribution factors Calculations of Fixed End Moments

Q: plem 2: For the shown beam: a. Calculate the Equivalent Concentrated force FR5 KN 10 kN 6 kN/m З KN…

A: Solution:- The given diagram is shown below,

Q: Situation 6: The towline exerts a force P = 4 kN at the end of the 20-m-long crane boom. If 0 = 30⁰,…

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Q: 10 kN 2 kN/m of I 6m- I 4m- 4m-

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Q: 50 kN 5kN/m В C VD A I 70 kN - 3 m - 5 m -2 m W200 × 19.3 Draw the shear-bending moment diagram of…

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Q: The load at point D is 420 lb. While point B is 850 lb. The requirements are: A. Illustrate the…

A: Shear Force: Internal intransigence is developed at any section of a body to maintain free body…

Q: Question #2 Neglect the thickness of the beam. Determine the total moment of the forces: i) about…

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Q: a. Determine the reaction (R) b. Determine the end moment at wall (Mc) C. Determine the tangential…

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Q: The value that most nearly gives the absolute value of the moment at B after 3 iterations (up to…

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Q: Situation 8- The cantdever beam shown is fixed at C. Given: L = 25 m, a = 0.3 m P = 40 kN, w = 8…

A: L= 2.5 m, a= 0.3 m , P-40 kN, w= 8 kN/m   Calculate the moment (kN-m) at C=?  Calculate the torque…

Q: A beam PQ is supported at its ends and loaded as shown. Draw the shear force and bending moment…

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Q: Draw qualitative bending moment diagrams on both tension and compression side of the beams shown…

A: Draw qualitative bending moment diagrams on both tension and compression sideof the beams shown…

Q: Given: Signage subjecting 1.606 kPa pressure. Signage = 2.404 m x 1.01 m Offset of signage from pole…

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Q: For the beam given in the figure, a) Find the support reactions. b) Draw the normal force, shear…

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Q: What is the fixed end moment FEMAB for the beam with a settlement of 25 mm at support C? 20 kN/m 60…

A: Calculate fixed end moment for,FEMAB=?

Q: 1. Determine the horizontal and vertical reaction forces at PINS J, C and E. 2. Determine the…

A: Procedure: At first draw the free body diagram Then consider FBD of the upper member FBC and derive…

Q: M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5  kips/ft is distributed…

A: Solution: Convert the udl into singular concentrated load: P2=load x length =1.5 ×22P2=33 kN The…

Q: 5.The following force system is. . A. Concurrent coplanar force system 120N 100N B. Non concurrent…

A: Option D is correct  Non concurrent coplanar force system

Q: A propped beam shown below is loaded with UDL along its entire span. the foll

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Q: Calculate the maximum shear stress in the beam shown (in N/mm) if it is of rectangular cross-sectión…

A: Given data : Width (b)=107 mmDepth (d)=187 mmTo find :Maximum shear stress

Q: Figure (101) the allowable bearing stress for the maternal under the supports at A and B 14MPa,…

A: Given:- The allowable bending stress at A and B = σallow = 1.4 MPa The magnitude of the uniform load…

Q: Problem 3 In a hollow beam shown below, assume fc = 34 MPa and fy = 414 MPa. Determine the required…

A: d = Effective depth of beam = 800 - 75 = 725 mmfc' = Concrete strength = 34 MPafy = Yield strength…

Q: Draw the bending moment diagram of below structures with force method. (a) tug B EI А 20kN/m ▬▬II▬▬▬…

A: Given: Required : Bending moment diagram

Q: Question 2: The intermediate frame of a multi-storey building is shown below. The frames are spaced…

A: 1. To find the fixed end moments Fig 1. shows the frame marked with the intermediate beams to be…

Q: M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5 kips/ft is distributed…

A: M1=10kips P1=12kips To find resultant force and it's location from point A

Q: A beam is loaded as shown below. U1- 32 KN/m; M1 = 100 kN-m, and P1 = 120 kN. 32 M- 100 16 m) P- 120…

A: M1 = 100KNm P1= 120KN