*17-64. Determine the load P required to cause the steel W310 x 74 structural A-36 steel column to fail either by buckling or by yielding. The column is fixed at its bottom and the cables at its top act as a pin to hold it. 50 mm 7.5 m
Q: 17-47. The W360 × 39 structural A-36 steel member is used as a column that is assumed to be fixed at…
A: Given Data: The length of the beam from the ground to a fixed point is: L=6m The external force…
Q: 17-51. The wood column is fixed at its base and free at its top. Determine the load P that can be…
A: For buckling Where is effective length For one end fixed and other free is Moment of Inertia…
Q: 17-23. If load C has a mass of 500 kg, determine the required minimum diameter of the solid L2-steel…
A: Determine compressive force produced on steel rod using lami’s theorem at point A, Critical load…
Q: 17-17. The W250 × 67 is made of A992 steel and is used as a column that has a length of 4.55 m. If…
A:
Q: 17-43. The column with constant El has the end constraints shown. Determine the critical load for…
A: Given data Length of the column is L Load applied is P
Q: 17-22. The 3-m column has the dimensions shown. Determine the critical load if the bottom is fixed…
A: Given data: The length of the column is L=3 m. The modulus of elasticity of the wood is Ew=12 GPa.…
Q: 13-35. The block is subjected to the eccentric load shown. Determine the normal stres developed at…
A: Given Data: The dimension of the cross-section of the block is: l X b = 150 mm X 100 mm The force…
Q: *17-36. The beam supports the load of P = 30KN. As a result, the A-36 steel member BC is subjected…
A: Given data *The beam supports the load is P = 30 kN *The young Modulus of elasticity is E = 200 ×…
Q: 17-18. The W250 × 67 is made of A992 steel and is used as a column that has a length of 4.55 m. If…
A: Data given: Length of the column , L = 4.55 m Length fixity coefficient, K = 0.5 ( both ends fixed)…
Q: The wide-flange A992 steel column has the cross section shown. If it is fixed at the bottom and free…
A: Write the expression of the area of the cross-section of the beam. Write the expression of the…
Q: 17-43. The column with constant El has the end constraints shown. Determine the critical load for…
A: Free diagram of the upper part of the deflected column
Q: *17-52. The tube is made of copper and has an outer diam- eter of 35 mm and a wall thickness of 7…
A: Write the given data: Write the expression for the internal diameter of the tube.
Q: 17-33. Determine if the frame can support a load of P = 20 kN if the factor of safety with respect…
A: Given data Applied load P = 20KN Factor of safety of the member AB is N = 3 AB is made with…
Q: 14-13. Determine the strow components acting on the Inclined plane AB. Salve the problem uing the…
A: Drawing the FBD of the element ABC: Let, Normal stress acting on the inclined plane be σn Shear…
Q: 17-2. The column consists of a rigid member that is pinned at its bottom and attached to a spring at…
A: Free body diagram of given system D
Q: F17-3. The A992 steel column can be considered pinned at its top and bottom and braced against its…
A:
Q: 17-37. Determine the greatest load P the frame will support without causing the A-36 steel member BC…
A: Drawing the FBD of the given figure:
Q: 9-22. The post is made of Douglas fir and has a diameter of 100 mm. If it is subjected to the load…
A: Given data To determine the force F needed at the bottom end needed for equilibrium.
Q: The column consists of a rigid member that is pinned at its bottom and attached to a spring at its…
A: Draw a free body diagram showing the forces acting on the column and the spring. Here, P is the…
Q: R9-7. The rigid link is supported by a pin at A and two A-36 steel wires, each having an unstretched…
A:
Q: The A992 steel column can be considered pinned at its top and bottom and braced against its weak…
A: Given Data: The factor of safety of the structure is: FS = 2 The area of the column is: A= 7.4 X…
Q: 13-25. The column is built up by gluing the two boards together. If the wood has an allowable normal…
A: Given data: Allowable normal stress, σallow = 6 Mpa Drawing the two boards to find the location of…
Q: *17-8. The W360 x 57 column is made of A-36 steel. Determine the critical load if its bottom end is…
A: Given data: The length of the column is; L = 6 m. The material of column is A-36 steel. The column…
Q: R17-6. The W250 × 28 A-36-steel column is fixed at its base. Its top is constrained to rotate about…
A: The properties of steel column are given as, For W250×28, A-36 steel,A=3620 mm2=3620 mm2×1 m2106…
Q: 17-42. The ideal column is subjected to the force F at its midpoint and the axial load P. Determine…
A:
Q: 17-14. Determine the maximum force P that can be applied to the handle so that the A-36 steel…
A: Given figure,
Q: 17-63. The brass rod is fixed at one end and free at the other end. If the length of the rod is L =…
A: The moment of inertia of the rod is written as, I=π64d4=π64100 mm×1 m1000 mm4=4.9×10-6 m4 The…
Q: 17-21. The 3-m wooden rectangular column has the dimensions shown. Determine the critical load if…
A: Given, E =12 GPa = 12 x1000 n/mm2 L = 3m= 3000 mm b = 50 mm d = 100 mm σy = 35 MPa I = db312I =…
Q: 11-34 Determine the horizontal and vertical components of the reaction at support A of the two-bar…
A: Draw the FBD and take Force analysis and Moments about pivot points to arrive at the answer as shown…
Q: 17-49. The aluminum rod is fixed at its base and free at its top. If the eccentric load P = 200 kN…
A: Given Data: The eccentric load is P = 200 kN. Yield stress is σY=410 MPa. Elastic modulus is Eal=72…
Q: R9-7. The rigid link is supported by a pin at A and two A.36 steel wires, cach having an unstretched…
A: Given Force, F = 1.75 kN Area, A = 78 mm2
Q: The 2014-T6 aluminium rod has a diameter of 30 mm and supports the load shown where d = 2.25 m. C. 8…
A:
Q: 17-55. The wood column is pinned at its base and top. If the eccentric force P = 10 kN is applied to…
A:
Q: 17-10. A steel column has a length of 9 m and is pinned at its top and bottom. If the…
A: The free-body diagram of the beam is given as The area of the beam is calculated as the,…
Q: The A-36 steel pipe has an outer radius of 20 mm and an inner radius of 15 mm. If it fits snugly…
A: For the given steel pipe connection and the load applied, the reactions at the fixed ends are as…
Q: The composite aluminum 2014-T6 bar is made from two segments having diameters of 7.5 mm and 15 mm.…
A: Given: D1= 7.5 mm D2=15 mm m= 10 kg h=100 mm To determine: maximum axial stress developed in the bar
Q: 17-3. The leg in (a) acts as a column and can be modeled (b) by the two pin-connected members that…
A: Given: Leg acts as a column and is shown by two pin connected members that are attached to torsional…
Q: 17-1. Determine the critical buckling load for the column. The material can be assumed rigid.
A: To calculate Pcr , we give a small displacement .Free Body Diagram → ∵θ is very small so…
Q: 17-25. The members of the truss are assumed to be pin connected. If member GF is an A-36-steel rod…
A: Draw the FBD Apply the method sections: ∑.MB=0FGF(3)-P(4)=0FGF=1.3333P
Q: 17-35. The W360 × 45 is used as a structural A-36 steel column that can be assumed pinned at both of…
A: The length of the column is L=7.5 m=7.5 m×1000 mmm=7500 mm.
Q: 17-19. The 50-mm-diameter C86100 bronze rod is fixed supported at A and has a gap of 2 mm from the…
A: Consider the rod as shown below,
Q: 13-23. The bearing pin supports the kad of 3.5 kN. Deter- mine the stress components in the support…
A: Given data: Load, P = 3.5 lb Support thickness, t = 12 mm. Determine: Stress components in the…
Q: R17-10. The wide-flange A992 steel column has the cross section shown. If it is fixed at the bottom…
A: The load acting on the point A is P=10 kN. The factor of safety is 3. Standard Value- The modulus…
Q: *17-60. The W200 × 22 A-36-steel column is fixed at its base. Its top is constrained to rotate about…
A: Section properties of W200*22 and steel are: Since the column is fixed at the base and free at the…
Q: R17-5. The W250 × 28 A-36-steel column is fixed at its base. Its top is constrained to rotate about…
A: To find out the section properties from the table A=3620 mm2 =3.62×10-3m2 rx=105mm=0.105m…
Q: *17-48. The aluminum column is fixed at the bottom and free at the top. Determine the maximum force…
A: n=Factor of safety=3E=Modulus of Elasticity=70 GPa=70×109 Paσy=95 MPal=5 m
Q: F17-5. Determine the maximum force P that can be supported by the assembly without causing member AC…
A: The length of hypotonus is AB=0.92+1.22=1.5 m Take the forces in y direction FAB0.91.5=PFAB=1.667P…
Q: 17-58. The wood column is fixed at its base and can be as- sumed fixed connected at its top.…
A: Given data: The modulus of elasticity, E = 12 GPa. The yield stress, σy = 56 MPa. The length of the…
Q: 17-15. Determine the maximum load P the frame can support without buckling member AB. Assume that AB…
A: Given Data: Yield point stress, σy=360MPa Modulus of Elasticity, E=200GPa The force in the member…
Q: *17-32. Determine the maximum allowable load P that can be applied to member BC without causing…
A: Write the given values along with suitable variables.
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- The post is made from 606l-T6 aluminum and has a diameter of 50 mm. It is fixed supported at A and B, and at its center C there is a coiled spring attached to the rigid collar. If the spring is originally uncompressed, determine the compression in the spring when the load of P = 50 kN is applied to the collar.The hanger consists of three 2014-T6 aluminum alloy rods, rigid beams AC and BD, and a spring. If the hook supports a load of P = 60 kN, determine the vertical displacement of F. Rods AB and CD each have a diameter of 10 mm, and rod EF has a diameter of 15 mm. The spring has a stiffness of k = 100 MN/m and is unstretched when P = 0.The W14 * 53 column is ixed at its base and free at its top. Determine the maximum eccentric load P that it can support without causing it to buckle or yield. Est = 29(103) ksi, sY = 50 ksi.
- The A-36 steel wire AB has a cross-sectional area of 5 mm2 and is unstretched when θ=45.0∘ Determine the applied load P needed to cause θ= 44.8 ∘. Image is providedThe truss consists of three members, each made from A-36 steel and having a cross-sectional area of 0.75 in2. Determine the greatest load P that can be applied so that the roller support at B is not displaced more than 0.03 in.The beam is supported by the three pin-connected suspender bars, each having a diameter of 0.5 in. and made from A-36 steel. Determine the greatest uniform load w that can be applied to the beam without causing AB or CB to buckle.
- The wood column is pinned at its base and top. If L = 5 ft, determine the maximum eccentric load P that can be applied without causing the column to buckle or yield. Ew = 1.8(103) ksi, sY = 8 ksi.The linkage is made using two A-36 steel rods, each having a circular cross section. Determine the diameter of each rod to the nearest 1 8 in. that will support the 900-lb load. Assume that the rods are pin connected at their ends. Use a factor of safety with respect to buckling of F.S. = 1.8.The W360 x 57 column is made of A-36 steel and isfixed supported at its base. If it is subjected to an axial loadof P = 75 kN, determine the factor of safety with respect tobuckling.
- The A-36 steel pipe has an outer diameter of 2 in. If it is held in place by a guywire, determine its required inner diameter to the nearest 1 8 in., so that it can support a maximum vertical load of P = 4 kip without causing the pipe to buckle. Assume the ends of the pipe are pin connected.The W10 * 12 structural A-36 steel column is used to support a load of 4 kip. If the column is ixed at its base and free at its top, determine the maximum stress in the column due to this loading.The assembly consists of two rigid bars that are originally horizontal. They are supported by pins and 0.25-in.-diameter A-36 steel rods. If the vertical load of 5 kip is applied to the bottom bar AB, determine the displacement at C, B, and E.