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engineering
civil engineering
Engineering Mechanics Statics 12th Edition R. C. Hibbeler - Solutions
Determine the internal normal force, shear force, and moment at point C in the double-overhangbeam.
Determine the internal normal force, shear force, and moment at points C and D in the simply supported beam. Point D is located just to the left of the 10-kN concentratedload.
Determine the internal normal force, shear force, and moment in the beam at points C and D. Point D is just to the right of the 5-kipload.
Determine the internal normal force, shear force, and moment at point D of the two-memberframe.
Determine the internal normal force, shear force, and moment at point E of the two-memberframe.
Determine the internal normal force, shear force, and moment acting at point C and at point D, which is located just to the right of the roller support atB.
Determine the internal normal force, shear force, and moment in the cantilever beam at pointB.
Determine the internal normal force, shear force, and moment at points D and E in the overhang beam. Point D is located just to the left of the roller support at B, where the couple momentacts.
Determine the distance a in terms of the beam?s length L between the symmetrically placed supports A and B so that the internal moment at the center of the beam is zero.
Determine the internal normal force, shear force, and moment at points D and E in the compound beam. Point E is located just to the left of the 10-kN concentrated load. Assume the support at A is fixed and the connection at B is apin.
Determine the internal normal force, shear force, and moment at points F and G in the compound beam. Point F is located just to the right of the 500-lb force, while point G is located just to the right of the 600-lbforce.
The stacker crane supports a 1.5-Mg boat with the center of mass at G. Determine the internal normal force, shear force, and moment at point D in the girder. The trolley is free to roll along the girder rail and is located at the position shown. Only vertical reactions occur at A andB.
Determine the internal normal force, shear force, and moment at points D and E in the twomembers.
Determine the internal normal force, shear force, and moment at points F and E in the frame. The crate weighs 300lb.
Determine the internal normal force, shear force, and moment at points D and E of the frame which supports the 200-lb crate. Neglect the size of the smooth peg at C.
The beam has a weight w per unit length. Determine the internal normal force, shear force, and moment at point C due to itsweight.
Determine the internal normal force, shear force, and moment acting at point C. The cooling unit has a total mass of 225 kg with a center of mass atG.
Solve Prob. 7?28 assuming that each beam has a uniform weight of 150 lb/ft.
The jib crane supports a load of 750 lb from the trolley which rides on the top of the jib. Determine the internal normal force, shear force, and moment in the jib at point C when the trolley is at the position shown. The crane members are pinned together at B, E and F and supported by a short
The jib crane supports a load of 750 lb from the trolley which rides on the top of the jib. Determine the internal normal force, shear force, and moment in the column at point D when the trolley is at the position shown. The crane members are pinned together at B, E and F and supported by a short
Determine the internal normal force, shear force, and moment at point D which is located just to the right of the 50-Nforce.
Determine the x, y, z components of internal loading at point C in the pipe assembly. Neglect the weight of the pipe. The load is F1 = {-24i ? 10k} lb, F2 = {-81i} lb, and M = {-30k} lb ? ft.
Determine the x, y, z components of internal loading at a section passing through point C in the pipe assembly. Neglect the weight of the pipe. Take F1 = {-80i + 200j ? 300k} lb and F2 = {250i - 150j - 200k} lb.
The shaft is supported by a thrust bearing at A and a journal bearing at B. Determine the x, y, z components of internal loading at pointC.
Determine the x, y, z components of internal loading in the rod at point E. Take F = {7i - 12j - 5k}kN.
Draw the shear and moment diagrams for the simply supportedbeam.
Draw the shear and moment diagrams for the cantileverbeam.
Draw the shear and moment diagrams for the beam (a) In terms of the parameters shown; (b) Set M0 = 500 N ? m, L = 8 m.
If L = 9 m, the beam will fail when the maximum shear force is Vmax = 5 kN or the maximum bending moment is Mmax = 22 kN ? m. Determine the largest couple moment M0 the beam willsupport.
Draw the shear and moment diagrams for the simply supportedbeam.
Draw the shear and moment diagrams for the simply supportedbeam.
Draw the shear and moment diagrams for the overhangbeam.
Draw the shear and moment diagrams for thebeam.
Draw the shear and moment diagrams for thebeam.
Draw the shear and moment diagrams for the simply supportedbeam.
Draw the shear and moment diagrams for thebeam.
Draw the shear and moment diagrams for the cantileveredbeam.
Draw the shear and moment diagrams for the overhangbeam.
Determine the largest intensity w0 of the distributed load that the beam can support if the beam can withstand a maximum shear force of Vmax = 1200 lb and a maximum bending moment of Mmax = 600 lb ? ft.
Determine the largest intensity w0 of the distributed load that the beam can support if the beam can withstand a maximum bending moment of Mmax = 20 kN ? m and a maximum shear force of Vmax = 80 kN.
Determine the placement a of the roller support B so that the maximum moment within the span AB is equivalent to the moment at the supportB.
The compound beam is fix supported at A, pin connected at B and supported by a roller at C. Draw the shear and moment diagrams for thebeam.
The frustum of the cone is cantilevered from point A. If the cone is made from a material having a specific weight of , determine the internal shear force and moment in the cone as a function ofx.
Determine the normal force, shear force, and moment in the curved rod as a function of ?.
The shaft is supported by a smooth thrust bearing at A and a smooth journal bearing at B. Draw the shear and moment diagrams for theshaft.
Draw the shear and moment diagrams for the double overhangbeam.
Draw the shear and moment diagrams for the overhangbeam.
Draw the shear and moment diagrams for the simply supportedbeam.
Draw the shear and moment diagrams for the simply supportedbeam.
Draw the shear and moment diagrams for the beam. The support at A offers no resistance to verticalload.
Draw the shear and moment diagrams for the lathe shaft if it is subjected to the loads shown. The bearing at A is a journal bearing, and B is a thrustbearing.
Draw the shear and moment diagrams for thebeam.
Draw the shear and moment diagrams for the shaft. The support at A is a thrust bearing and at B it is a journalbearing.
Draw the shear and moment diagrams for thebeam.
The shaft is supported by a smooth thrust bearing at A and a smooth journal bearing at B. Draw the shear and moment diagrams for theshaft.
Draw the shear and moment diagrams for thebeam.
The beam consists of two segments pin connected at B. Draw the shear and moment diagrams for thebeam.
Draw the shear and moment diagrams for the cantileverbeam.
Draw the shear and moment diagrams for the simply supportedbeam.
Draw the shear and moment diagrams for thebeam.
Draw the shear and moment diagrams for thebeam.
Draw the shear and moment diagrams for thebeam.
The beam will fail when the maximum moment is Mmax = 30 kip ? ft or the maximum shear is Vmax = 8 kip. Determine the largest intensity w of the distributed load the beam will support.
Draw the shear and moment diagrams for the compoundbeam.
Draw the shear and moment diagrams for the shaft. The supports at A and B are journalbearings.
Draw the shear and moment diagrams for thebeam.
Determine the tension in each segment of the cable and the cable?s total length. Set P = 80 lb.
If each cable segment can support a maximum tension of 75 lb, determine the largest load P that can beapplied.
The cable segments support the loading shown. Determine the horizontal distance xB from the force at B to point A. Set P = 40lb.
The cable segments support the loading shown. Determine the magnitude of the horizontal force P so that xB = 6ft.
Determine the force P needed to hold the cable in the position shown, i.e., so segment BC remains horizontal. Also, compute the sag yB and the maximum tension in thecable.
Cable ABCD supports the 10-kg lamp E and the 15-kg lamp F. Determine the maximum tension in the cable and the sag yB of pointB.
The cable supports the loading shown. Determine the horizontal distance xB the force at point B acts from A. Set P = 40lb.
Determine the maximum uniform distributed loading w0 N/m that the cable can support if it is capable of sustaining a maximum tension of 60kN.
The cable supports the uniform distributed load of w0 = 600 lb/ft. Determine the tension in the cable at each support A and B.
Determine the maximum uniform distributed load w0 the cable can support if the maximum tension the cable can sustain is 4000lb.
If cylinders C and D each weigh 900 lb, determine the maximum sag h, and the length of the cable between the smooth pulleys at A and B. The beam has a weight per unit length of 100lb/ft.
The bridge deck has a weight per unit length of 80 kN/m. It is supported on each side by a cable. Determine the tension in each cable at the piers A andB.
If each of the two side cables that support the bridge deck can sustain a maximum tension of 50 MN, determine the allowable uniform distributed load w0 caused by the weight of the bridgedeck.
If the slope of the cable at support A is 10?, determine the deflection curve y = f(x) of the cable and the maximum tension developed in the cable.
If h = 5 m, determine the maximum tension developed in the chain and its length. The chain has a mass per unit length of 8kg/m.
A cable having a weight per unit length of 5lb/ft is suspended between supports A and B. Determine the equation of the catenary curve of the cable and the cable?s length.
If the 45-m-long cable has a mass per unit length of 5 kg/m, determine the equation of the catenary curve of the cable and the maximum tension developed in thecable.
The cable has a mass per unit length of 10 kg/m. Determine the shortest total length L of the cable that can be suspended inequilibrium.
The power transmission cable has a weight per unit length of 15lb/ft. If the lowest point of the cable must be at least 90 ft above the ground, determine the maximum tension developed in the cable and the cable?s length between A and B.
If the horizontal towing force is T = 20 kN and the chain has a mass per unit length of 15kg/m, determine the maximum sag h. Neglect the buoyancy effect of the water on the chain. The boats arestationary.
Draw the shear and moment diagrams for beamCD.
Determine the internal normal force, shear force, and moment at points B and C of thebeam.
Determine the internal normal force, shear force and moment at points D and E of theframe.
Determine the distance a between the supports in terms of the beam?s length L so that the moment in the symmetric beam is zero at the beam?s center.
A chain is suspended between points at the same elevation and spaced a distance of 60 ft apart. If it has a weight per unit length of 0.5 lb/ft and the sag is 3 ft, determine the maximum tension in the chain.
Draw the shear and moment diagrams for thebeam.
Determine the internal shear and moment in member ABC as a function of x, where the origin for x is atA.
The traveling crane consists of a 5-m-long beam having a uniform mass per unit length of 20 kg/m. The chain hoist and its supported load exert a force of 8 kN on the beam when x = 2 m. Draw the shear and moment diagrams for the beam. The guide wheels at the ends A and B exert only vertical
Determine the internal normal force, shear force, and the moment as a function of 0o ? ? ? 180o and 0 ? y ? 2 ft for the member loaded as shown.
The yacht is anchored with a chain that has a total length of 40 m and a mass per unit length of 18 kg/m and the tension in the chain at A is 7 kN. Determine the length of chain la which is lying at the bottom of the sea. What is the distance d? Assume that buoyancy effects of the water on the
Determine the internal normal force, shear force, and moment at points D and E of theframe.
The uniform beam weighs 500 lb and is held in the horizontal position by means of cable AB, which has a weight of 5 lb/ft. If the slope of the cable at A is 30?, determine the length of the cable.
The balloon is held in place using a 400-ft cord that weighs 0.8 lb/ft and makes a 60? angle with the horizontal. If the tension in the cord at point A is 150 lb, determine the length of the cord, l that is lying on the ground and the height h.
Determine the normal force. Shear force and moment at a section passing through pointC. Assume the support at A can be approximated by a pin and B as aroller
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