th Braw.36. Exsia for the beam shownjo fi a-Draw the shear fore and -b-Calculate the shear force. atpoint_C_.. bending moment diaqram. anL morent bending hinge 20KN/m BOKN 20KNIM 91 11 2m. 2m 1.5m a me

Q: H.W. 2: Analyze the compound beam shown below with internal hinge at E and F. a. Check stability and…

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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: The beam has a moment of inertia of /= 125(106) mmª. Determine the slope of the beam at B. E= 200…

A: Given : I = 125 X 106 mm4 E = 200 GPa Determine the slope of the beam at B?

Q: Get the bending moment diagram. 8kN/m ΕΙ 4m B 10KN EI + -2m 2m 8kN/m EI 4m D

A: A continuous beam is given we need to draw the bending moment diagram

Q: and moment Q. Replace about A 44. force sycen by force at A 200 150 250 350 1. ost

A: To find resultant and moment about A

Q: 3 Detemhe the slope at b and the displacoment et pont E for the beam Om lam lom +

A: One another support at B is missing  After considering hinge support at B

Q: Q1) Compute the vertical displacement of point D for the frame shown below. 30 kN 40 kN/m Hinge 10…

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Q: HW Determine the resultant force at pins A, B, and C on the three-member framc. 800 N 200 N/ m 2m…

A: As per guidelines we are supposed to answer only first question so please repost rest questions…

Q: 16.Determine the moment of force P about the point O for each case CMD O a O a b RAJI P 60° P 30° q

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Q: termne the moment at point B for the bearm shown 100 IN m 150 kN 25AN/m

A: Given data : The value of uniformly distributed load w=25 KN/m The value of point load P=150 KN The…

Q: Determine the force in member CE. 9 m OYOTO 12 m E 500N 12 m 1000N D 12 m 1000N F

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Q: Calculate Newtons Oistance and fora metres. in in Table %o Ercor Left Reachon R Right Reochon RK…

A: Consider the given figure. Show the load in Newton.

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 shear and Moment diagram 60 kN 30 kN Im 5kN/m 卡 2m A 3m RI

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Q: Determine the shear (in kN) in member AB using Portal Method. Input the magnitude only. P=50KN B…

A: Given data in question  Portal method Horizontal loading  Span distances  To find out  Shear in beam…

Q: Problem li. A beam shown in Fiqure 1 is sutjected to loads as shown. 38 IN/m 59 N 120 AN.m 68 AN…

A: Resultant is given byRy=∑ FyRx=∑ Fx=0

Q: For the step pulley shown, solve for the resultant of the non-concurrent forces applied on it.

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Q: P Zm X B 4m TR₁ Draw the shear and

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Q: C 2 m F E E 100 N 2 m 2 m 2 m

A: given data: truss with a member length of 2 in meter required to fined the force in BC member

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

A: Figure is as shown

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: Q/Draw shear and moment? Dis fixed Ais Roller B is fixed 1 cis internal Hing 70 KN в нит Hing um V C…

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Q: The rigid beam is supported by a pin support at A and steel wires BD and CE (E-200GPA). The steel…

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Q: 4a. Find the force at point of contact of drum to rod. b. 350N d. 322N 4b Find the tension in chord…

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Q: What is the location of the Maximum moment from A in meters. Given: w 18, a 1, 6 5, a and c 1. w…

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

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Q: A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS 3.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND…

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Q: 15kN 12kN 10KN 40KN/m 30KN/m 20KN/m OB C 1.50m 2.50m 2.50m 2.50m 3.00m 4.00m 4.00m 5.00m 4.00m

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Q: Which of the following gives the bending moment at point A on the beam shown? (kN m) ´* 90 kN 80 KN…

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Q: 4.) Draw shear and moment diagram. 15 kN/m 12kN/m 4m Add file 2m 6m

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Q: o T ☺ t Q6) Compute the vertical displacement of joint B of the structure shown in the figure. 100…

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Q: From the given Beam, Compute the Following: a.) Reaction at A and B b) Shear and Moment at D c.)…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: Replace the loading equivalent resultant force and specify its location on the beam, by 800 6At an…

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Q: The Resultant of forces is smgle force at point (B) . the haviZontal Compaent of the force (P) equol…

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