determine the load P.
Q: D. Determine the maximum load P that can be applied at A without causing it to buckle. Use a factor…
A: Given Length, L = 4 m Assume the given beam material is steel. Therefore, Young's modulus, E =…
Q: Maximum shear stress theorem, determine the factor of safety at point H,
A: Given: Yield stress=200 MPa To determine: FOS according to maximum shear stress theory
Q: The steel link AB of the wire cutter has a dimensions of 3mmx 10mm, and modulus of elasticity of…
A:
Q: Determine the critical buckling load for the column. The material can be assumed rigid.
A: Given data Length of the column is L Stiffness of the spring is k To determinet the critical…
Q: For the connection shown, determine the average shear stress in the 0.75-in.-diameter bolts if the…
A:
Q: A cable with supports at the same elevation has a span of 600 ft. The length of the cable is 630 ft.…
A:
Q: The wall-crane structure shown in the diagram carries the 25 kN load.
A:
Q: 12% of the load (3695 N) to be transferred, determine if pre-compression (a.k.a. pre-load) should be…
A:
Q: Given the Frictionless Frame as shown below with pin connection at Point A and Point C. Determine…
A:
Q: Determine the loads acting on pins A and D of the frame shown. On the other hand, if the pin at B…
A: Given data Given figure The pin at B can withstand a maximum shear force (F)= 800 lb
Q: Using the interaction equation method, determine the magnitude of the largest load P that may be…
A:
Q: A hollow steel tube with an inside diameter of 100 mm must carry a tensile load of 400 kN. Determine…
A: Given data, Di = 100 mm. Tensile load = P = 400 KN = 400000 N. Stress= σ = 120 MN/ m2 = 120 N/mm2…
Q: Two men are carrying on their shoulders a 500-N load suspended from a piece of bamboo 3 m long with…
A:
Q: ple: Determine the value of P, if the load W= 800 N.
A:
Q: arked a---a. Just at this si
A: given:
Q: A uniform beam that 10-m long is being supported by two men, one man at each end. The weight of the…
A:
Q: :A cantilever of 7 m length carries a uniformly distributed load of 4 KN/m over a length of 4 m from…
A: The Shear Force Diagram (SFD) and the Bending Moment Diagram (BMD) are very important for analyzing…
Q: the cross-section through point D Determine the resultant nternal loadınigs in Fig. 2. Assume the…
A:
Q: Find the maximum load P that can be supported by the tripod If the force in any legs is limited to…
A: Solution:
Q: Determine the relative displacement of one end of the tapered plate with respect to the other end…
A: considering free body diagram of the system calculating width…
Q: 3. Several blocks are resting on a simply supported beam. Determine the reaction forces. each…
A: To find : The reaction forces acts on the beam. Given : The mass of each block is m=50 kg. Free body…
Q: 4. The timber member has a cross-sectional area of 1750 mm and its modulus of elasticity is 12 GPa.…
A:
Q: 20lb 251b 1516 eft D 2ft 1,5 3ft B A F
A:
Q: Q1: A: Draw a Free Body Diagram of the bars AD and BC shown in the figure. Assume all hinges to be…
A: Solution:
Q: required force P,
A: To find Force P
Q: Q1: The shaft (AB) is supp rted on the bearings A and B as shown in figure below. The shaft is…
A: Given:Tension in the rope, T=4.5 kN or 4500 NFactor of safety, Fos=2diameter of drum, d=200 mm
Q: determine the maximum load P that can
A: Given: Shear load resists by the nails 2.5 kN To determine : The maximum load that can be applied…
Q: The total load W is to be lifted using the mast hinged at B. The mast is of uniform section and…
A: GIVEN: Weight: W=36KN Length of rope AC : L=92+122=15m FREE BODY DIAGRAM: CALCULATING ANGLES:-…
Q: a. The change in length of rod EF b. The stress in each rod.
A: For solution refer below.
Q: 5 - The ring supports the 1000-N load and is held in position by the two cables attached to vertical…
A: Given Load, P = 1000 N
Q: Two solid cylindrical rods support a load of P = 17 kN as shown. Determine the axial load in rod…
A: GIVEN DATA - Force P=17 KN Support by two Rod We have to find Force in Rod(1) AB Concept Used-…
Q: Determine the magnitude of the pin reactions at Band Cif W = 1720 Ib. 3.7' 3.7' BI 2.0' Answers: B =…
A:
Q: Find the horizontal deformation at joint e of the following truss.
A: In the given structure Members ei and de are collinear. The third horizontal member je joning at e…
Q: Determine the magnitude of the pin force at A.
A:
Q: CASTIGLIANO’s THEOREM.For the rigid frame shown, determine the horizontal displacement of joint E.…
A: FREE BODY Diagram
Q: Use the method of sections to find the true magnitude and direction in bar DB of the truss. Hint…
A:
Q: 6.The approximate value of Y1 for the triangular load is Y1 V 13.33 kN a) Y=15KN/m d)none of the…
A: Equilibrium is a state of a body at which there is no disturbance in a system neither inside nor…
Q: If load P = 23.5 kips, determine the normal force in bar (1). D A O 39.2 kips O 35.7 kips O 49.6…
A:
Q: The column with constant EI has the end constraints shown. Determine the critical load for the…
A: The free-body diagram of the column is as follows. The boundary conditions of the given column are…
Q: Determine the load in members AC a 16 m C B 100 kg 8m
A:
Q: wn in Figure 2 is fixed horizontally at the left-hand, A and is ted at the same level at B and C,…
A:
Q: The structure consists of two bars. Axial loads 40 kN and 10 kN are loaded as shown in Figure B.…
A: Given steel Al BrassArea (min) 400 350 350E(GPa)…
Q: A 12-ft wooden rectangular column has the dimensions shown. Determine the critical load if the ends…
A: The length of the column L=12 ft Young's modulus of elasticity of the wooden column E=1.6×103 ksi…
Q: Two men carry a load of 2 kN by means of two ropes fixed to the weight. One rope is inclined at…
A: Answer : Given parameters Weight = 2KN Inclination of rope 1 = 45o with vertical Inclination of…
Q: Determine the load in each member if F = 150 lb Include FBD in your solution 12 A 50° 20어 F B
A:
Q: Determine the bar forces of member BG
A: Given: To determine: The bar forces of member BG
Q: The 590-kg uniform I-beam supports the load shown. Determine the reactions at the supports.
A:
Q: The connection on point A is a ball and socket whte on point C is a guided roler. Determine the…
A:
Step by step
Solved in 2 steps with 1 images
- Solve the preceding problem if the normal and shear stresses acting on element B are 56 MPa, 17 MPa, and 27 MPa (in the directions shown in the figure) and the angle is 40° (clockwise).Two steel rods are welded together (see figure): the seam is oriented at angle ? = 50°. The stresses on the rotated element are sx1=10 ksi, sy1= -12 ksi, and tx1y1= -5 ksi. Find the state of plane stress on the clement if it is rotated clockwise to align the x3 axis with the longitudinal axis of the rods.At a point on the surface of an elliptical exercise machine, the material is in biaxial stress with t = 1400 psi and trv = —900 psi, as shown in the figure part a. The figure part b shows an inclined plane aa cut through the same point in the material but oriented at an angle ft Determine the value of the angle 6 between zero and 90° such that no normal stress acts on plane aa. Sketch a stress clement having plane aa as one of its sides and show all stresses acting on the clement
- Solve the preceding problem for an element in plane stress on the bottom surface of a fuel tanker (figure part a); stresses are sx= 105 MPa, sy. = 75 MPa, and ??xy= 25 MPa. Determine the stresses acting on an element oriented at an angle ?? = 40° from the x axis, where the angle is positive when counterclockwise. Show these stresses on a sketch of an element oriented at the angle ??.-26 A rectangular plate of dimensions 125 mm × 75 mm is subjected to tensile stress sy= 67 kPa and compressive stress a. If it is known that the normal stress along the diagonal t—t is ??t= -6.57 kPa, find stress ??y on element A. a• - 7.4-7 An element on the surface of a drive shaft is in pure shear and is subjected to stresses ??xy= 2700 psi, as shown in the figure. Using Mohr’s circle, determine the following. (a) The stresses acting on an element oriented at a counterclockwise angle ?= 52° from the y axis. (b) The principal stresses. Show all results on sketches of properly oriented elements.
- The polyethylene liner of a settling pond is subjected to stresses ax= 350 psi. a = 112 psi. and = -120 psi, as shown by the plalte-stress element in the figure part a. Determine the normal and shear stresses acting on a seam oriented at an angle 01300 to the element, as shown in the figure part b. Show these stresses on a sketch of an element having its sides parallel and perpendicular to the seam.Solve the preceding problem for a plate of dimensions 100 mm × 250 mm subjected to a compressive stress of 2.5 MPa in the long direction and a tensile stress of 12.0 MPa in the short direction (see figure).Solve the preceding problem if F =90 mm, F = 42 kN, and t = 40°MPa
- A steel punch consists of two shafts: upper shaft and lower shaft. Assume that the upper shaft has a diameter d1= 24 mm and the bottom shaft has a diameter d2= 16 mm. The punch is used to insert a hole in a 4 mm plate, as shown in the figure. If a force P - 70 kN is required to create the hole, what is the average shear stress in the plate and the average compressive stress in the upper and lower shaft of the punch?A tie-down on the deck of a sailboat consists of a bent bar boiled at both ends, as shown in the figure. The diameter dBof the bar is 1/4 in., the diameter D Wof the washers is 7/8 in., and the thickness is of the fiberglass deck is 3/8 in. If the allowable shear stress in the fiberglass is 300 psi, and the allowable bearing pressure between the washer and the fiberglass is 550 psi, what is the allowable load P allowon the tie-down?A two-story building has steel columns AB in the first floor and BC in the second floor, as shown in the figure. The roof load P:equals 400 KN, and the second-floor load P-, equals 720 kN. Each column has a length L = 3.75 m. The cross-sectional areas of the first- and second-floor columns are 11,000 mm" and 3900 mm", respectively. (a) Assuming that E = 206 GPa. determine the total shortenings aof the two columns due to the combined action of the loads Ptand P,. (b) How much additional load P0can be placed at t he top of t he column (point C) if t he total shortening: SACis not to exceed 4.0 mm?