- 10.10.1: Knowing that the spring at A is of constant k and that the bar AB i...
- 10.10.2: Two rigid bars AC and BC are connected by a pin at C as shown. Know...
- 10.10.3: Two rigid bars AC and BC are connected as shown to a spring of cons...
- 10.10.4: Two rigid bars AC and BC are connected as shown to a spring of cons...
- 10.10.5: The steel rod BC is attached to the rigid bar AB and to the fixed s...
- 10.10.6: The rigid rod AB is attached to a hinge at A and to two springs, ea...
- 10.10.7: The rigid bar AD is attached to two springs of constant k and is in...
- 10.10.8: A frame consists of four L-shaped members connected by four torsion...
- 10.10.9: Determine the critical load of a pin-ended steel tube that is 5 m l...
- 10.10.10: Determine the critical load of a pin-ended wooden stick that is 3 f...
- 10.10.11: A column of effective length L can be made by gluing together ident...
- 10.10.12: A compression member of 1.5-m effective length consists of a solid ...
- 10.10.13: Determine the radius of the round strut so that the round and squar...
- 10.10.14: Determine (a) the critical load for the square strut, (b) the radiu...
- 10.10.15: A column with the cross section shown has a 13.5-ft effective lengt...
- 10.10.16: A column is made from half of a W360 3 216 rolled-steel shape, with...
- 10.10.17: A column of 22-ft effective length is made by welding two 9 3 0.5-i...
- 10.10.18: A single compression member of 8.2-m effective length is obtained b...
- 10.10.19: Knowing that P 5 5.2 kN, determine the factor of safety for the str...
- 10.10.20: Members AB and CD are 30-mm-diameter steel rods, and members BC and...
- 10.10.21: The uniform brass bar AB has a rectangular cross section and is sup...
- 10.10.22: A 1-in.-square aluminum strut is maintained in the position shown b...
- 10.10.23: A 1-in.-square aluminum strut is maintained in the position shown b...
- 10.10.24: Column ABC has a uniform rectangular cross section with b 5 12 mm a...
- 10.10.25: Column ABC has a uniform rectangular cross section and is braced in...
- 10.10.26: Column AB carries a centric load P of magnitude 15 kips. Cables BC ...
- 10.10.27: Each of the five struts shown consists of a solid steel rod. (a) Kn...
- 10.10.28: A rigid block of mass m can be supported in each of the four ways s...
- 10.10.29: An axial load P 5 15 kN is applied at point D that is 4 mm from the...
- 10.10.30: An axial load P is applied to the 32-mm-diameter steel rod AB as sh...
- 10.10.31: The line of action of the 310-kN axial load is parallel to the geom...
- 10.10.32: An axial load P is applied to the 1.375-in. diameter steel rod AB a...
- 10.10.33: An axial load P is applied to the 32-mm-square aluminum bar BC as s...
- 10.10.34: The axial load P is applied at a point located on the x axis at a d...
- 10.10.35: An axial load P is applied at point D that is 0.25 in. from the geo...
- 10.10.36: A brass pipe having the cross section shown has an axial load P app...
- 10.10.37: Solve Prob. 10.36, assuming that the axial load P is applied 10 mm ...
- 10.10.38: The line of action of the axial load P is parallel to the geometric...
- 10.10.39: The line of action of the axial load P is parallel to the geometric...
- 10.10.40: Solve Prob. 10.39, assuming that L is 9.0 m
- 10.10.41: The steel bar AB has a 3 8 3 3 8-in. square cross section and is he...
- 10.10.42: For the bar of Prob. 10.41, determine the required distance d for w...
- 10.10.43: A 3.5-m-long steel tube having the cross section and properties sho...
- 10.10.44: Solve Prob. 10.43, assuming that the length of the tube is increase...
- 10.10.45: An axial load P is applied to the W8 3 28 rolled-steel column BC th...
- 10.10.46: An axial load P of magnitude 50 kips is applied at a point located ...
- 10.10.47: A 100-kN axial load P is applied to the W150 3 18 rolled-steel colu...
- 10.10.48: A 26-kip axial load P is applied to a W6 3 12 rolled-steel column B...
- 10.10.49: Axial loads of magnitude P 5 135 kips are applied parallel to the g...
- 10.10.50: Axial loads of magnitude P 5 84 kN are applied parallel to the geom...
- 10.10.51: An axial load of magnitude P 5 220 kN is applied at a point located...
- 10.10.52: Solve Prob. 10.51, assuming that the magnitude of the axial load is...
- 10.10.53: A 12-kip axial load is applied with an eccentricity e 5 0.375 in. t...
- 10.10.54: Solve Prob. 10.53, assuming that the 12-kip axial load will be appl...
- 10.10.55: Axial loads of magnitude P 5 175 kN are applied parallel to the geo...
- 10.10.56: Solve Prob. 10.55, assuming that e 5 16 mm and P 5 155 kN.
- 10.10.57: Using allowable stress design, determine the allowable centric load...
- 10.10.58: A W8 3 31 rolled-steel shape is used for a column of 21-ft effectiv...
- 10.10.59: A rectangular structural tube having the cross section shown is use...
- 10.10.60: A column having a 3.5-m effective length is made of sawn lumber wit...
- 10.10.61: A sawn lumber column with a 7.5 3 5.5-in . cross section has an 18-...
- 10.10.62: Bar AB is free at its end A and fixed at its base B. Determine the ...
- 10.10.63: A compression member has the cross section shown and an effective l...
- 10.10.64: A compression member has the cross section shown and an effective l...
- 10.10.65: A compression member of 8.2-ft effective length is obtained by bolt...
- 10.10.66: A compression member of 9-m effective length is obtained by welding...
- 10.10.67: A column of 6.4-m effective length is obtained by connecting four L...
- 10.10.68: A column of 21-ft effective length is obtained by connecting C10 3 ...
- 10.10.69: The glued laminated column shown is made from four planks, each of ...
- 10.10.70: An aluminum structural tube is reinforced by bolting two plates to ...
- 10.10.71: The glued laminated column shown is free at its top A and fixed at ...
- 10.10.72: An 18-kip centric load is applied to a rectangular sawn lumber colu...
- 10.10.73: A laminated column of 2.1-m effective length is to be made by gluin...
- 10.10.74: For a rod made of aluminum alloy 2014-T6, select the smallest squar...
- 10.10.75: A 72-kN centric load must be supported by an aluminum column as sho...
- 10.10.76: An aluminum tube of 90-mm outer diameter is to carry a centric load...
- 10.10.77: A column of 4.6-m effective length must carry a centric load of 525...
- 10.10.78: A column of 22.5-ft effective length must carry a centric load of 2...
- 10.10.79: A column of 17-ft effective length must carry a centric load of 235...
- 10.10.80: A centric load P must be supported by the steel bar AB. Using allow...
- 10.10.81: A square steel tube having the cross section shown is used as a col...
- 10.10.82: Solve Prob. 10.81, assuming that the effective length of the column...
- 10.10.83: Two 89 3 64-mm angles are bolted together as shown for use as a col...
- 10.10.84: Two 89 3 64-mm angles are bolted together as shown for use as a col...
- 10.10.85: A rectangular steel tube having the cross section shown is used as ...
- 10.10.86: A column with a 5.8-m effective length supports a centric load, wit...
- 10.10.87: A steel column of 5.5-m effective length must carry a centric dead ...
- 10.10.88: The steel tube having the cross section shown is used as a column o...
- 10.10.89: An eccentric load is applied at a point 22 mm from the geometric ax...
- 10.10.90: Solve Prob, 10.89, assuming that the load is applied at a point 40 ...
- 10.10.91: A sawn-lumber column of 5.0 3 7.5-in. cross section has an effectiv...
- 10.10.92: Solve Prob. 10.91 using the interaction method and an allowable str...
- 10.10.93: A column of 5.5-m effective length is made of the aluminum alloy 20...
- 10.10.94: Solve Prob. 10.93, assuming that the effective length of the column...
- 10.10.95: A steel compression member of 9-ft effective length supports an ecc...
- 10.10.96: Solve Prob. 10.95, assuming that the effective length of the column...
- 10.10.97: Two L4 3 3 3 3 8-in. steel angles are welded together to form the c...
- 10.10.98: Solve Prob. 10.97 using the interaction method with P 5 18 kips and...
- 10.10.99: A rectangular column is made of a grade of sawn wood that has an ad...
- 10.10.100: Solve Prob. 10.99, assuming that P 5 105 kN.
- 10.10.101: An eccentric load P 5 48 kN is applied at a point 20 mm from the ge...
- 10.10.102: Solve Prob. 10.101, assuming that the aluminum alloy used is 2014-T...
- 10.10.103: A compression member made of steel has a 720-mm effective length an...
- 10.10.104: Solve Prob. 10.103, assuming that the effective length is 1.62 m an...
- 10.10.105: A steel tube of 80-mm outer diameter is to carry a 93-kN load P wit...
- 10.10.106: Solve Prob. 10.105, using the interaction method with P 5 165 kN, e...
- 10.10.107: A sawn lumber column of rectangular cross section has a 2.2-m effec...
- 10.10.108: Solve Prob. 10.107, assuming that e 5 40 mm
- 10.10.109: A compression member of rectangular cross section has an effective ...
- 10.10.110: Solve Prob. 10.109, assuming that e 5 0.2 in.
- 10.10.111: An aluminum tube of 3-in. outside diameter is to carry a load of 10...
- 10.10.112: Solve Prob. 10.111, using the interaction method of design with an ...
- 10.10.113: A steel column having a 24-ft effective length is loaded eccentrica...
- 10.10.114: Solve Prob. 10.113 using the interaction method, assuming that sY 5...
- 10.10.115: A steel compression member of 5.8-m effective length is to support ...
- 10.10.116: A steel column of 7.2-m effective length is to support an 83-kN ecc...

# Solutions for Chapter 10: Mechanics of Materials 7th Edition

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ISBN: 9780073398235

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