the platform is brought up t

Q: support, C. E !+- 300 mm B 250 mm RE 00 00

A: Draw the FBD of the bracket showing all the forces acting on it. Then using equilibrium equations…

Q: Determine the tension in cable BE and the .reactions at A and D 1.25m 10.75m 1.75m cable Smooth…

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Q: Analyze the given cable below Determine the elevation of B using A as reference E 6m 20KN 1.5m C.…

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Q: A loaded scow has a draft of 1.80 meters in freshwater when erect. The scow is 6 meters wide and 12…

A: For stable condition BM>BC   or GM>O .....1  GM=BM-BGBM=IminVfluid

Q: 8-25. (Аns 189.5 k) nr w30 x 90 8 ft 8 ft 8 ft FIGURE P8-25

A:

Q: 1. Draw the free-body diagram of cach object. N N N

A: Note: Since we only answer up to 3 sub-parts, we'll answer the first 3 sub-parts. Please resubmit a…

Q: A support is built for a duct. Find to the nearer degree the angle that thesupport makes with the…

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Q: 18m A 9m C 7.50m VP V166N Compute for P If CABLE BC is Horizon tal w9 B

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Q: Determine the x-coordinate of the centroid of the shaded area. y x=ky a O A. 3b/10 O B. 2b/7 OC.…

A: To find x - coordinate of centroid

Q: Solve for Ix and Iy for the plane and shaded region.

A:

Q: |F| = 198 kN %3D e = 110 kN A 15° 30°

A: using law og parallelogram magnituge of vector P      P198 Knand      Q=110 KNand angle b/w two…

Q: Cable W=8ON smooth R 140

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Q: What is the force on the gate and where is it at. Give veritcal distance from surface and slant…

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Q: Question 5 10 pts Determine the ff reactions from the figure: 1. Reaction By = [ Select) 2. Reaction…

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Q: A beam is loaded with a distributed load as shown. Given that wo = 415 lb/ft, the equivalent…

A: Answer  We can determine the location of equivalent concentrated load  to the right of A by using…

Q: 8-27. (Ans. 47.9 k) Pn 3Pn W24 X 55 10 ft 10 ft 10 ft FIGURE P8-27

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Q: Answer the following questions for these TWO type of metals, (i) Steel 1050, and (i) aluminium…

A: Solution for Subpart b – For Steel 1050, the approximate ultimate tensile strength is fu = 690 MPa.…

Q: 9-64. Locate the centroid (X, ỹ) of the shaded area. 1 in. 3 in. 3 in:- -3 in.- Prob. 9-64

A: Locate the centroid (x, y) of the shaded area.

Q: Find the height of the building if the angle of elevation of its top is 61° 37’ when seen from a…

A: Given  angle of elevation = 610 37' distance from the ground L = 675.4 m  Let H be the height of the…

Q: 11-2 Why does a spiral improve the behavior of a column?

A: A spiral is a continuous winding of steel reinforcement in the form of a helix around the…

Q: Draw the NFD, SFD, BMD for the following beams: 2 kN/m' k1.5k1.5 k15k154

A: Given data Now according to the given figure first we have to consider a free body diagram of the…

Q: FA= 8 kN %3D 0- -40° BFR = 6 kN Fig.(A) 128.Cos 00

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Q: 10KN 30kN 2m 4m 2m Taking Ae = 1.8, compute the required M, (in kNm) for the fully encastre beam…

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Q: Pls, draw the influence lines

A: Step 1:Step 2:Step 3:Step 4:Step 5:Step 6:

Q: SEATWORKS; DRAW THE SHEAR & MOMENT DIAGRAM FOR FRAME LOADED SHOWN. 10 ku 20kn/m 6m 6m 4m K -15 KN

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Q: 2. Solve for the I, and l, for the plane & shaded region. 80 mm 20 mm 60 mm

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Q: Determine the reaction at A,B,E 50b D E cable 1' 1' 2' 1'

A: first draw the free body diagram for two beams  1 and 2 as shown above now write the equilibrium…

Q: Determine the reactions for the given figure below using. Use E = 200 GPa and I = 210 x 10° mm4 Use…

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Q: Problem IlI. Determine the support reactions at B and the location 900 N/m 300N of the maximum…

A: Moment-Area method: The slope of the beam is equal to the area of the curvature diagram of the beam.…

Q: Compute the maximum displacement for the wooden cantilever beam that has the cross section shown.…

A: Generally, cantilever beams are members that have one end that projects beyond the point of support,…

Q: 3. (20 points) Neglecting the weight of the frame, find the tension in cable CD. 200 lb/ft EL T 9 ft…

A: Total vertical loading acting downward = 200×18=3600-lb Let the reaction at A, = RA Reaction at B, =…

Q: 1. Y 3" r= 3" 4" 1" 2"

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Q: +y A B a +x 12 Three coplanar, concurrent forces at O Vertical component of force B will act along…

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Q: Using LRFD and A-50 steel, determine the maximum load Pu that the system below can carry. Assume…

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Q: If F=126N, 0y = 60°, then Fy = N.

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Q: 4. Locate the centroid (7, 5) of the shaded area. 1 in, 3 in. - 3 in.- -3 in.- Prob. 9-64

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Q: REFER TO FIGURE O1, DETERMINE THE INTERNAL FORCES ACTING ON THE FOLLOWING MEMBERS: (STATE…

A: CGAC=BFAB46=BF3BF=2 mAF=AB2+BF2     =32+22     =3.605 mSimilarly, FG = 3.605 mLoad on AF = 5×3.605 =…

Q: Delermine maximum upward reaction at c and A if there is dO KN point load, as KN/m uniformiy…

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Q: A A. The weight of the crate B. The internal force in rod AC 60° -60° C For the figure above, rods…

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Q: Homework 1-2.2: Find the Reactions 36k 5k/ft 6/ft 3k/ft 2k/ft B-Q 15' 3' 1' 3-1-1 3-1-2 24k/ft 25k|…

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Q: Draw the shear and bending moment diagrams for the beams below. Label all key points. 1. Support A…

A: KINDLY NOTE: As per our guidelines, we are supposed to answer the first question, unless specified…

Q: Q2:The tower of suspension bridge are 800ft apart and rise 160ft above the road. The cable between…

A: Given:- The distance between towers of suspension bridge = 800 ft The rise above the road = 160 ft…

Q: 6 m B 4 m E D 6 m 6 m

A: Given: P1 = 36 kN P2 = 46 kN A = 300 mm2 E = 300 GPa

Q: 14 MPа Using Mohr's circle, determine the stresses acting on an element oriented at a…

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Q: Locate the centroid of the shaded area. 4 m 1 16 -8 m- y = 4- - [+] X 2 X

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Q: What is the Vertical Reaction at A in kips? [add negative (-) sign if answer is t

A: Solution: The Vertical reaction in A.

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.