DRAW THE V AND M DIAG. OF THE BEAM LOADED لیلی 4 75 KN 2 B 30 /m 60m As swOWN.

Q: Ku 3cm 5em Ich ACT 4cm Find the maximum shear and ctress norm Find moment of inertia.

A: Given:- To find:- -Maximum shear stress-Normal stress-Moment of inertia

Q: 8a kN a kN/m A -4.00- -6.00–

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Q: 20 3 2K/1 Zopty TITIA gk 6² B * 61 DETERMINE THE AS lok" Le 水 3K|' 6 6° INTERNAL MOMENT AT POINT B

A: Bending moment at B = 240.62 kip- ftExplanation:Step 1: Step 2: Step 3: Step 4:

Q: Draw the Shear and Moment of Frame: 24 KN 3m JAN/m

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Q: What is the Maximum deflection cf the besm interms of EL TO KN /M 个个个,

A: Given: A simply supported beam of a span 10 m has an uniformly distributed load of 10 kN/m. The…

Q: Instruction: Detemine the Maximum Shear and Maximum Moment of the following beam shown below. 6. 10…

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Q: Draw shear and moment diagram.

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Q: For-the-loaded-beam-below, write-equations-for-axial, shear, and-bending-moment-as-a-function.…

A: ###Calculation of shear force , axial force,  bending moment equations  as function of x from A  and…

Q: Determine the shear force V in the beam at the point located 0.75 m to the right of point B. The…

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Q: Obtain the value of the maximun bendling moment for the given beam. (Ay= 133.75 KN Az=0 B= 206.25 N)…

A: Given a beam with Support reactions:Ay=133.75 kN, Ax=0, By=206.25 kN

Q: 8 kN 48 kN/m В A 1 m – -1 m –

A: Calculate the support reactions at A and B:…

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

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Q: Three wheel loads rolls as aunilacrossa 12 spt The loads areA 15 kN; B-25 kN. 2 m to the right of A…

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Q: Which of the following most nearly gives the moment gradient factor? ^ ^"

A: Beam span L = 8.5 muniformly distributed dead load wD = 10.2 kN/muniformly distributed live load wL…

Q: What is the Maximum moment in kN-m. Given: w1 - 46, w2 - 12, a = 4, b = 2, and c=4. w1 kN/m w2 kN/m…

A: Given data in question  UDL Span member length  To find out  Maximum bending moment

Q: 50 kN 40 kN 1.5 m- -2 m -1.5 m- B C 15 kN/m 4 m 6 m A

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Q: and Reactions at Supports by Moment Distribution Method. 10 KN EI M AB = kN.m * 4.89 5.133 6.566 لا…

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Q: th Braw.36. Exsia for the beam shownjo fi a-Draw the shear fore and -b-Calculate the shear force.…

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Q: Compute the maximum moment of the beam. a. 690 kN.m b. 860 kN.m c. 960 kN.m d. 890 kN.m

A: Given: w = 1500 N/m  Required: Maximum moment in the beam

Q: Draw the shear and moment diagram of the beam loaded

A: Consider the figure,

Q: р F1 20 KN G зоки FIT C 4m B i Bm | 3m tom + BM Sowe forces in each number indicate If Tor C.

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Q: 10 kh 20 kn i= 3m a i - 3m - 3m • which of the Following nearly gives the reaction CKN) at the…

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Q: 7 kN 12 kN-m B Determine the shear of the beam as a function of x, when x is greater than or equal…

A: Objective: To determine the shear function for the beam for x ∈ [2≤x≤4]. Following is the free body…

Q: Draw the shear and moment diagram of the beams shown.

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Q: 4KN 1. FROM THE GIVEN BEAM COMPUTE THE FOLOWING a) REACNONS nT A DB 25 KN/m b) SHEAR AND MOMONT AT D…

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Q: Draw the influence line for the shear and moment that can be developed at point C. Plot values every…

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Q: Draw the shear and moment diagrams for the following beam (30 minutes) X 4 kN/m 4 m 150 kN.m ♡ X 30…

A: Draw the Shear and Moment diagrams

Q: Knowing that F = 31 kN and 8 = 21°. Determine the distance Y so that the resultant couple on the…

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Q: 10 kN 15 kN 18 kN/m 12 kN/m D. B. 18kNm 1 m 3 m 5 m 2 m

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Q: : Using unit load method find the rotations at C

A: ###Determination  of Rotations At C ###Using  Unit load method##

Q: DRAW V AND M FOR THE BEAM LOADED AS SHOWN BELOW. 0 AN/m AN/n s0 AN kN.m D 0.75 0.75 m 0.75 m 0.75 m…

A: ∑MC=0 50 x 2 + 75 - RD x 4 + 30 x 2 x 5 = 0 RD = 118.75 kN ∑MA=0 -12×30×2×13×2 + 50×0.75 + 30×3×3 +…

Q: 1. Two forces and a couple are applied to the beam in an attempt to lift it. Replace this force…

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Q: V. Construct the influence lines for Fay. Mcof the following beam.(

A: For the influence line diagram for the vertical reaction at B, 1. the value at the other support is…

Q: SOKN I. DRAW THE 2 MOMENT 2m 3m1 5m AXIAL, SHEAR, DIAGNAM 10kN/m Int. Hinge 3m waf to 25KN

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Q: noTE: HAKE AQUApTAGE of THE SymMTRY 10 KN 5 kp-m

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Q: w PROCEDURE : 1. Compute the moment and Shear' at the support Coptianal) 2. Draw the elastic curve…

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Q: 1. DRaw the shean and moment diagnom 20 kN/m 2.6.5 0 A 4m R.

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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: H.W: determine the magnitude of the resultant and the direction measured from the horizontal line. 8…

A: Direction Of force FA  is not given Assume Direction of force FA  from vertical is 50°Then foce on…

Q: 8kv/m /th | M skal/m

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Q: 8- Detennine the bending moment at point D the structure shown. (C,-437.5 kN) 25 kN/m 13 Hinge Hinge…

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Q: 1 3SD MM 350 M 350.00 mm 40 kN 350.00 tom 5 kN 350.00.ram S600 MM 200.00 m 1,900 AM 1.GOD am…

A: Applying Equilbrium Condition to solve problem. Summation of all forces in x and y direction must be…

Q: BEAM ABC is fixed at both ends (A&C) and hinge supported at B. AB-6m (31) BC-5m (21), the beam…

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Q: Draw Shear force and bending moment diagram Gotw GokN 20toulm 2ojaulm 2m 2m 2m

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Q: Jetermine the maximum dioplacement eldpsint ef the beam. 5K0 A Am Bm

A: Given- To find- Maximum displacement at the mid point of the beam.

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.