A D E F C G B H K L M NO Р Q 300 kN 8 panels @ 5 m = 40 m- Dimensions in meters 3 R
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19: Determine the force in members CD, CM, and LM using method of sections. State whether each member is in tension or compression. Complete fbd
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- Here are these questions if I could get help with themIf a spherical storage tank holds 40,000 gallons (120,000 liters) of water,what diameter must it have?If a cylindrical storage tank has a 40-foot (12 m) diameter circular 05::=how high must it be to hold 1 million gallons (3 million liters)?If water is moving at a rate of 3.2 ft3/sec (90,000 cc/sec), how manygallons (liters) per minute is this?If the specific gravity of gold is 19.0. what is the weight of a cubic inch(cubic centimeter) of gold? A cubic foot (cubic meter)?Please solve this using the second image to reference which dimensions to find to make it have the design factor and yield. And anything else necessary listed.uonsanh 9m A marine engine cylinder has a compression ratio (r) of 9.5, a clearance volume of 650 cm3 and a piston stroke length of 675 mm. What is the bore diameter in millimetres (mm) for the engine cylinder. Give your answer to the nearest millimetre mm.
- I Blackboard @ Texas Tech Univers X Bb MasteringEngineering - Spring 2 × E MasteringEngineering Mastering x Answered: Find the magnitude of X (195) Bryson Tiller - Right My A session.masteringengineering.com/myct/itemView?assignmentProblemlD=12360389&offset=next ABP G KAssignment #3 Problem 2.97 2 of 6 > I Review Suppose that h = 4 m. (Figure 1) Determine the magnitude of the resultant force of the two forces acting on the sign at point A. Express your answer to three significant figures and include the appropriate units. HÀ ? FR = Value Units Submit Request Answer Part B Figure 1 of 1 Determine the coordinate direction angle a of the resultant force of the two forces acting on the sign at point A. Express your answer using three significant figures. 2 m ΑΣφ ? E 2 m vec B F = 350 N Fc= 400 NA F = 400 N Submit Request Answer 2 m 3 m Part C Determine the coordinate direction angle B of the resultant force of the two forces acting on the sign at point A. Express your answer using three…A differential equation encountered in the vibration of beams is d4ydx4=2D where x = distance measured along the beam; [x]=[L] y = displacement of the beam; [y]=[L] = circular frequency of vibration; []=[T1] = mass of the beam per unit length; []=[ML1] D = bending rigidity of beam; [D]=[FL2] Show that the equation is dimensionally homogeneous. Note that [F]=[MLT2] see Eq. (1.21:).Q. 3-20
- write some paragraphs explaining this calculation. my be one paragraph is enough. i am doing the discussion so I need your helpI can’t understand how they go from the top line to the second line(in blue). Can you explain thanks. It’s a YouTube video of finding deflection.use this matrix num sir (ad 200107)
- Find T.F to the mechanical system below? K 0000 S M RiyІв 00 WB WC DBC A LA WA P lc UBC Engineering A kid excitedly swings his foam cut-out hammer. If point P acts like a pin and the hammer rotates about kg that point, what is the moment of inertia of the hammer? The foam has a density of p = 150 and a uniform thickness of t = 0.5 cm. Assume each cut-out is a rectangular plate and the foam acts as a rigid body. m³ Plate A has a length 14 = 34 cm and width w₁ = 8 cm. Plate B has a length 13 = 8.5 cm and width wB = 30 cm. Plate C is identical to plate D, and has a length lc = 15 cm and width wc = 5 cm. Plate C and D are attached to plate B such that their centers line up. Ip = 0.00758 x (kg) - m²Problem 7: Non-circular cross section shaft related to torque problems are difficult to be solved using the basic theory as for circular shaft. Your role is to make use of FAE to analyze the stress in squared cross section shaft shown in Figure.5. g= 6.5(10%) N/cm? e = 0.035 deg 0.5 cm 0.5 cm 0.5 cm- 0.5 cm Figure.5: Squared cross section shaft applied to torque T as 3D model Provide justified explanation and recommendations to simplify the problem from three-dimensional (3D) to two- dimensional (2D). b. а. If the governing boundary value problem equation of such a problem can be given by: + 2g0 = 0, dy? $(x,y) at boundary is 0 dx2