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Force applied on an inclined section when the axial force P was applied. O N= Psino...
P.25.14. Determine the axial force in the flanges and web of the channel section shown in...
P.25.14. Determine the axial force in the flanges and web of the channel section shown in Fig. P.25.14 when it is subjected to a total axial force of 40 kN. The ply properties are E;= 140 000 N/mm², E,= 10 000 N/mm², G = 5000 N/mm² and v=0.3. Answer: Flange; 17.2 kN, Web; 5.6 kN. | 1.0 mm ----0.5 mm Flange layup (0/45/-45/90] 200 mm Web layup [45/-45] 11.0 mm 100 mm FIGURE P.25.14
Determine the support reaction at C when an axial force of P reaction at C when...
Determine the support reaction at C when an axial force of P reaction at C when an axial force of 40 05 kN is applied . The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. (Figure 1) When no load is applied to the assembly, the gap between end C and the rigid support is 0.5 mm Express your answer to three significant figures and include a riate units Units CVatue Figure < 1of1...
Please show work. M1.13 Force based on inclined plane stresses scenes a 500 P 40 mm a The bar has a 40 mm by 20 mm recta...
Please show work.
M1.13 Force based on inclined plane stresses scenes a 500 P 40 mm a The bar has a 40 mm by 20 mm rectangular cross section. The allowable normal and shear stresses on inclined surface a-a must be limited to 55 MPa and 30 MPa, respectively. Determine the magnitude of the maximum axial force P that can be P (kN) (MPa) applied to the bar, and determine the actual normal and shear stresses acting on inclined plane...
The pin - connected rigid rods AB and BC are inclined at theta = 30 when they are unloaded. When the force P is applied...
The pin - connected rigid rods AB and BC are inclined at theta =
30 when they are unloaded. When the force P is applied theta
becomes 30.2. Determine the average normal strain developed in wire
AC.
force p is applied to block 2 parallel to an inclined smooth surface
Force \(P\) is applied to Block 2 parallel to an inclined smooth surface to hold the two blocks in equilibrium (see figure). The blocks are connected by a cable that runs over a frictionless pulley at \(A\).(a) Find the required range of values of force \(P\) to maintain equilibrium.(b) Revise your solution if friction between Block 2 and the inclined surface \(\left(\mu_{s}=0.2\right)\) is now considered. Let \(W_{1}=10\) kips, \(W_{2}=40\) kips, \(\theta_{2}=60^{\circ}\), and \(\theta_{1}=30^{\circ}\).
3. Steel Bar with Hole and Fillet A centric axial force P is applied to the...
3. Steel Bar with Hole and Fillet A centric axial force P is applied to the steel bar shown. Knowing that al-24 ksi and b = 3 in, determine (a) the largest allowable value of P, (b) the smallest permissible value of ryif all is not to be exceeded at the fillet for the value of P found in part a. P= 17.63 kips, r=0.15 in 0.6 in.
An axial centric force of magnitude P= 450 KN is applied to the composite block shown...
An axial centric force of magnitude P= 450 KN is applied to the composite block shown by means of a rigid end plate. where w78 mm. E = 105 GPa) Rigid Aluminun plates (E-20CP) end de Problem 02.034.a. Deformation and stress in a composite block Determine the value of hif the portion of the load carried by the aluminum plates is half the portion of the load carried by the brass core The value of his mm.
P A a koto C a B b A 475 N force is applied at A...
P A a koto C a B b A 475 N force is applied at A to the rolled-steel section shown. Replace that force with an equivalent force-couple system at the center C of the section. If a = 150 mm, b = 75 mm, c = 75 mm. Magnitude of the force C (N, 3 sigfig) a B Lo b A 475 N force is applied at A to the rolled-steel section shown. Replace that force with an equivalentforce-couple...
A bar is uniformly compressed by an axial force P 40 kN applied throurhard end plate...
A bar is uniformly compressed by an axial force P 40 kN applied throurhard end plate (see figures. The bar consists of a circular steel core surrounded by brass and copper tubes. The steel core has diameter 30 mm, the brass tube has outer diameter 45 mm, and the copper tube has outer diameter 60 mm. The corresponding moduli of elasticity are = 210 GPa = 100 GPa, and E= 120 GPa. Calculate the compressive stresses and in the steel,...
a. If the applied force N=5kN, determine the torque at cross section C in N.m b....
a. If the applied force N=5kN, determine the torque at
cross section C in N.m
b. The pipe shown has a inner diameter of 50 mm and an outer
diameter of 71mm. if its tightened against the support at A using a
torque wrench at B by applying a force N =102N instead of 5kN,
determine theax shear stress in kPa developed In the material at
the cross section C when the forces shown in the figure below are
applied...
P.25.14. Determine the axial force in the flanges and web of the channel section shown in Fig. P.25.14 when it is subjected to a total axial force of 40 kN. The ply properties are E;= 140 000 N/mm², E,= 10 000 N/mm², G = 5000 N/mm² and v=0.3. Answer: Flange; 17.2 kN, Web; 5.6 kN. | 1.0 mm ----0.5 mm Flange layup (0/45/-45/90] 200 mm Web layup [45/-45] 11.0 mm 100 mm FIGURE P.25.14
Determine the support reaction at C when an axial force of P reaction at C when an axial force of 40 05 kN is applied . The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. (Figure 1) When no load is applied to the assembly, the gap between end C and the rigid support is 0.5 mm Express your answer to three significant figures and include a riate units Units CVatue Figure < 1of1...
Please show work.
M1.13 Force based on inclined plane stresses scenes a 500 P 40 mm a The bar has a 40 mm by 20 mm rectangular cross section. The allowable normal and shear stresses on inclined surface a-a must be limited to 55 MPa and 30 MPa, respectively. Determine the magnitude of the maximum axial force P that can be P (kN) (MPa) applied to the bar, and determine the actual normal and shear stresses acting on inclined plane...
The pin - connected rigid rods AB and BC are inclined at theta =
30 when they are unloaded. When the force P is applied theta
becomes 30.2. Determine the average normal strain developed in wire
AC.
3. Steel Bar with Hole and Fillet A centric axial force P is applied to the steel bar shown. Knowing that al-24 ksi and b = 3 in, determine (a) the largest allowable value of P, (b) the smallest permissible value of ryif all is not to be exceeded at the fillet for the value of P found in part a. P= 17.63 kips, r=0.15 in 0.6 in.
An axial centric force of magnitude P= 450 KN is applied to the composite block shown by means of a rigid end plate. where w78 mm. E = 105 GPa) Rigid Aluminun plates (E-20CP) end de Problem 02.034.a. Deformation and stress in a composite block Determine the value of hif the portion of the load carried by the aluminum plates is half the portion of the load carried by the brass core The value of his mm.
P A a koto C a B b A 475 N force is applied at A to the rolled-steel section shown. Replace that force with an equivalent force-couple system at the center C of the section. If a = 150 mm, b = 75 mm, c = 75 mm. Magnitude of the force C (N, 3 sigfig) a B Lo b A 475 N force is applied at A to the rolled-steel section shown. Replace that force with an equivalentforce-couple...
A bar is uniformly compressed by an axial force P 40 kN applied throurhard end plate (see figures. The bar consists of a circular steel core surrounded by brass and copper tubes. The steel core has diameter 30 mm, the brass tube has outer diameter 45 mm, and the copper tube has outer diameter 60 mm. The corresponding moduli of elasticity are = 210 GPa = 100 GPa, and E= 120 GPa. Calculate the compressive stresses and in the steel,...
a. If the applied force N=5kN, determine the torque at
cross section C in N.m
b. The pipe shown has a inner diameter of 50 mm and an outer
diameter of 71mm. if its tightened against the support at A using a
torque wrench at B by applying a force N =102N instead of 5kN,
determine theax shear stress in kPa developed In the material at
the cross section C when the forces shown in the figure below are
applied...
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