2.26) Member BD exerts on member ABC a force P directed along line BD. knowhg thot P must have a soo-N horizontal component, determine cathe magnitudle of the foree P, c6) its mwwe vertical com ponent Fig. 2.26
Q: 4 kN Q3: Find the reactions for the following 65 KN 3m 55 kN/m TNII!! 40 5 kN/m 4 m C/72 kN.m D 1.5…
A:
Q: 3. Compute the reacting forces RA and Rg at the ends of the beam shown. These reacting forces are…
A: Given simply supported beam with inclined point load 130 N. It is asked to calculate support…
Q: 2- moment at C, Q3: For the floor beam shown in Fig.(3), draw influence lines for 1- shear at A, 3-…
A:
Q: Draw the influence line for the given beam 2. RA RB, Rui Vo, MD
A:
Q: Q3: For the floor beam shown in Fig.(3), draw influence lines for 1- shear at A, 3- shear at F then,…
A:
Q: Problem III. Determine the support reactions at B and the location 900 N/m 200N of the maximum…
A: Solution;
Q: Three moving loads of 40 kN, 20 kN and 80 kN are spaced at 1m. and 2 m. respectively as shown. 20 kN…
A:
Q: The beam shown in Figure P12.46 is subjected to a moving concentrated load of 80 kN. Construct the…
A: Solution: Draw the Free Body Diagram of the beam and place the load at point C. Apply the condition…
Q: Calculate the reaction on the beam if W1= 13 kN/m W2 = 10 kN/m %3D W3 = 17 kN/m %3D Horizontal…
A: Given Simply supported beam with different loadings, W1=13 Kn/m W2=10 Kn/m W3=17 Kn/m It is asked…
Q: The light boom AB is attached to a vertical wall by a ball and socket joint at A and supported by…
A:
Q: Draw the influence diagram of Reaction EY and Shear at VB of the structure given below. Input…
A: The influence line diagram is the representation of the beam which will act after the load is…
Q: P2) Draw the influence lines for members KJ, KD, CD, and JD. Find the maximum positive value of each…
A:
Q: Beam AB, 8.5 m long, is hinged at A and has a roller support at B. The roller support is inclined at…
A: Given Data A simply supported beam with following dimensions Two point loads and one inclined force…
Q: 3.59 The five forces act at end A of the boom. Determine T, T3, and T, if the resultant of this…
A: Determine T₁, T₂, and T₁ if the resultant of this force system is zero.
Q: Determine the magnitude of the resultant, its pointing, and its direction cosines for the following…
A:
Q: The beam is loaded as shown. P = 68 kN loaded at the midspan of CD, theta = 65 degrees and w = 22…
A: RB+RC=35+(1/2×w×3)+w×9+P×sin65°RB+RC=35+(1/2×22×3)+22×9+68×sin65°RB+RC=327.63 eq1
Q: Moving Unit Load on Deck (1 kN)- 1.5 m B 3 @ 2 m = 6 m a. Determine the maximum value of the…
A:
Q: 16m 16 6m
A:
Q: P2) Draw the influence lines for members KJ, KD, CD, and JD. Find the maximum positive value of each…
A:
Q: 125 kN 100 kN 50 kN Situation 2 For the beam shown, it carries a. series of concentrated loads…
A:
Q: ellate the magnitude, directio and location of the resultant force of the water on the pir bend
A:
Q: A 12m beam will be subjected to the following loads: Uniform dead load due to self weight - 25.8…
A:
Q: to m B 3 m S 5m Find: Force e, RA, RB
A:
Q: Concentrated Load = 100 kN Solve for the following: 1. For the IL for maximum moment at midspan…
A: According to given Data Highway Loads: Uniform Load = 50 kN/m Concentrated Load = 100 KN Solve for…
Q: Influence Lines. , (a) For the determinate beam shown below, draw the Qualitative influence lines…
A: Influence line represents variation in Forces w.r.t Load.
Q: Vertical reaction developed at B in the frame below due to the applied load of 100 kN (with 150,000…
A:
Q: 2.00 m 6.00 m 1.50 m
A:
Q: 2. The roller at A can support a maximum load of 4kN. Determine the maximum intensity of the…
A:
Q: SITUATION 5: From the given continuous beam having a total span of 32 m is subjected to a uniformly…
A: Distribution Factor (D.F.) D.F. = (Stiffness of member)/( sum of Stiffness at joint) Joint…
Q: Draw the influence lines for the vertical reactions at supports B and D and the shear and bending…
A: Influence line with help of Muller Breslau's principle: ILD for RB For ILD for RB remove restraint…
Q: 2) Draw influence lines for the vertical reactions at A and B and for shears and moments at points D…
A: Consider the beam with a moving load 1k at a distance x from the left end A end of the beam.…
Q: inclination of the resultant force with F1 & F2 (a & B) to have the resultakt Ruu in Fig.3 F1=200N…
A: F1=200N F2=240N R=400N
Q: Given the following: DL= 25 kN/m, LL = 35 kN/m and; two movable loads 120kN and 65 kN 1.15m apart. A…
A:
Q: 3-5.16. The forces acting.on a l-ft length of a dam are shown in Fig. P-3-5.16 (p. 96). The upward…
A: Introduction: A dam is a structure that prevents or regulates the flow of surface or subsurface…
Q: A Derive the equation for the unit influence line for the reaction at the support B in the…
A: By Muller Breslau method, remove Reaction at support B and place a Load of P as shown in figure. By…
Q: 3. Neglecting the mass of the beam, compute the reactions at A and B. 42 kN 1 kN/m 12 kN - m 3m-3m-…
A: To find support reaction
Q: A 12m beam will be subjected to the following loads: Uniform dead load due to self weight = 28.6…
A:
Q: Determine the deflection at midspan of the structure D (WL^3)/24EI (5wL^4)/384EI (-5wL^4)/384EI…
A:
Q: Lor the beam shown, draw the influence lines for Cal Reaction at A, Cb) shear ust to the right of A,…
A:
Q: iven: w, = 70 kN/m, w2 = 40 kN/m, P = 30 kN, a = 3 m, b= 2 m, and c : etermine the maximum moment in…
A:
Q: A 12m beam will be subjected to the following loads: Uniform dead load due to self weight = 31.3…
A: Draw the ILD for shear at C(by giving unit displacement). Then place the loads so as to maximize the…
Q: 50 kN 15 kN/m 150 kN m 6 m 3 m 3 m 1. The vertical reaction at A is a. 45.50kN b. 55.60kN C. 72.50KN…
A:
Q: Determine the vertical reaction at B (By) when P=17 KN; Q=40 KN and W=10 KN/m. P w (kN/m) В A 0.3 m…
A: Option D is correct
Q: P (N) 6000N 4000N/m A I B 3m oM 1", 1,5" L 1,5° By entering the influence lines in the simple beam…
A: a) Calculate the support…
Q: 10KN Di B 5m Determine the following in the pinned joint frame above: 1. Vertical and Horizontal…
A: Determine 1. Vertical and Horizontal component of the reaction at pinned C 2. Vertical and…
Q: P=25KN P,=38 kN 3.4m 4.1m w = 12 kN/m 2.8m 12m A,
A:
Q: A wide flange beam is to be supported by a 250mm wide concrete wall. Beam loads induce an end…
A: Beam : A beam is a structural element which is used in a structure to resist the load of structure.…
Q: Vertical reaction developed at B in the frame below due to the applied load of 100 kN (with 150,000…
A:
Q: 16 kN 20 kN 30 kN/m F D B. C 2m 4m 4 m 3 m Which of the following most nearly gives the reaction…
A: As per company's guideline , we can only answer first three questions Kindly post other question as…
Q: Determine the maximum positive shear in panel EC due
A:
Trending now
This is a popular solution!
Step by step
Solved in 4 steps with 4 images
- Help ASAP P= 541kN determine vertical reaction at A(in kN) 3 decimalsDetermine the reactions at a and b for the beam subjected to the disturbed and concentrated loads. Ay = ? Bx = ? By = ?Before the load P was applied, a gap, ?0 existed between the cantilever beam AC andthe support at B. Knowing that E=200 GPa, determine the magnitude of P for which thedeflection at C is δ and the reaction at B (Hint: Use the method of superposition and beam deflections in Appendix A) ?0 (mm)=2.75 δ (mm)=5.5
- Determine the force that the smooth 40-kg cylinder exertson members AB and CDB. Also, what are the horizontaland vertical components of reaction at pin A?Determine: -vertical component of reaction at C Last time i post but answer is wrong expert did not consider moment 60 kn. M Please consider momentDraw the influence line of the following Ra Rb Vc Mc
- 5.b) What is the reaction @ B, or RB ? 5.c) What is the reaction @ C, or RC ? 5.d) What is the reaction @ D, or RD ? 5.e) What is the maximum moment on the beam. 9 ft from A.?Draw the influence line diagram of the given beam below for it's shear andmaximum moment about the point E, and determine the equivalentmaximum moment at point E due to a dead load of 10 kn/m and a movinglive load of 8 kn/m with two concentrated load of 90 kn and 80 kn that is 1mapart.ILD for Ve=f(x) and Me=f(x), (Point D is an internal pin)A. The maximum positive and negative ordinate of the influence linediagram from Ve=f(x)B. The maximum positive and negative ordinate of the influence linediagram from Me=f(x)C. The equivalent maximum moment of Me which is 4m away from the hingesupport due to the applied loading conditions?Given P1=00K P2=19K UNKNOWN: 1. FORCE IN MEMBER GF 2. FORCE IN MEMBER FC 3. FORCE IN MEMBER CD
- Determine internal end moment Mab acting on span AB at A measured clockwiseDetermine internal end moment Mba acting on span AB at B measured clockwise Determine internal end moment Mbc acting on span BC at B measured clockwise2. The beam AB shown is supported at A and B. the beam is loaded with three fixed concentrated loads and an overhead hoist carrying a load W. P1 P2-320 KN. P3-200 KN and W-500 KN A. Find the distance of W from A in meters if the resultant of the external loads is at the midspen B. What is the reaction at A when W is at midspan?"Draw the influence lines for vertical reactionsat supportsAandCand the shear and bending moment atpointBofthebeamsshowninFigs.P8.1throughP8.3"