- 6.6.1: Three boards, each of 1.5 3 3.5-in. rectangular cross section, aren...
- 6.6.2: Three boards, each 2 in. thick, are nailed together to form a beamt...
- 6.6.3: Three boards are nailed together to form a beam shown, which issubj...
- 6.6.4: Solve Prob. 6.3, assuming that the width of the top and bottomboard...
- 6.6.5: The American Standard rolled-steel beam shown has been rein- 395for...
- 6.6.6: Solve Prob. 6.5, assuming that the reinforcing plates are only 12 m...
- 6.6.7: A column is fabricated by connecting the rolled-steel membersshown ...
- 6.6.8: The composite beam shown is fabricated by connecting two W6 320 rol...
- 6.6.9: For the beam and loading shown, consider sectionn-n and determine (...
- 6.6.10: For the beam and loading shown, consider sectionn-n and determine (...
- 6.6.11: For a beam having the cross section shown, deter- 397mine the large...
- 6.6.12: For a beam having the cross section shown, deter- 397mine the large...
- 6.6.13: For a beam having the cross section shown, deter- 397mine the large...
- 6.6.14: For a beam having the cross section shown, deter- 397mine the large...
- 6.6.15: For the beam and loading shown, determine the minimum requireddepth...
- 6.6.16: For the beam and loading shown, determine the minimum requiredwidth...
- 6.6.17: a uniformly distributed load w and is supported as shown. (a) Showt...
- 6.6.18: A timber beam AB of length L and rectangular cross section carriesa...
- 6.6.19: For the wide-flange beam with the loading shown, determine thelarge...
- 6.6.20: For the wide-flange beam with the loading shown, determine thelarge...
- 6.6.21: For the beam and loading shown, consider sectionn-n and determine t...
- 6.6.22: For the beam and loading shown, consider sectionn-n and determine t...
- 6.6.23: For the beam and loading shown, determine the largestshearing stres...
- 6.6.24: For the beam and loading shown, determine the largestshearing stres...
- 6.6.25: beam having the cross section shown is subjectedto a vertical shear...
- 6.6.26: beam having the cross section shown is subjectedto a vertical shear...
- 6.6.27: beam having the cross section shown is subjectedto a vertical shear...
- 6.6.28: beam having the cross section shown is subjectedto a vertical shear...
- 6.6.29: The built-up beam shown is made by gluing together five planks.Know...
- 6.6.30: For the beam of Prob. 6.29, determine the largest permissible horiz...
- 6.6.31: shown. Knowing that the beam is subjected to a vertical shear of3 k...
- 6.6.32: The built-up timber beam is subjected to a 1500-lb vertical shear.K...
- 6.6.33: The built-up wooden beam shown is subjected to a vertical shearof 8...
- 6.6.34: Knowing that a vertical shear V of 50 kips is exerted on a W14 3 40...
- 6.6.35: An extruded aluminum beam has the cross section shown. Knowingthat ...
- 6.6.36: Knowing that a given vertical shear V causes a maximum shearingstre...
- 6.6.37: Knowing that a given vertical shear V causes a maximum shearingstre...
- 6.6.38: An extruded beam has the cross section shown and a uniform wallthic...
- 6.6.39: Solve Prob. 6.38 assuming that the beam is subjected to a horizonta...
- 6.6.40: Knowing that a given vertical shear V causes a maximum shearingstre...
- 6.6.41: The extruded aluminum beam has a uniform wallthickness of 18in. Kno...
- 6.6.42: The extruded aluminum beam has a uniform wallthickness of 18in. Kno...
- 6.6.43: Three 1 3 18-in. steel plates are bolted to four L6 3 6 3 1 angles ...
- 6.6.44: Three planks are connected as shown by bolts of 14-mm diameterspace...
- 6.6.45: A beam consists of three planks connected as shown by steel bolts 4...
- 6.6.46: A beam consists of five planks of 1.5 3 6-in. cross section connect...
- 6.6.47: A plate of 14-in. thickness is corrugated as shown and then used as...
- 6.6.48: A plate of 4-mm thickness is bent as shown and then used as abeam. ...
- 6.6.49: A plate of 2-mm thickness is bent as shown and then used as abeam. ...
- 6.6.50: A plate of thickness t is bent as shown and then used as a beam.For...
- 6.6.51: The design of a beam calls for connecting two vertical rectangular3...
- 6.6.52: An extruded beam has a uniform wall thickness t.Denoting by V the v...
- 6.6.53: An extruded beam has a uniform wall thickness t.Denoting by V the v...
- 6.6.54: (a) Determine the shearing stress at point P of a thin-walled pipeo...
- 6.6.55: For a beam made of two or more materials with different moduli of e...
- 6.6.56: A steel bar and an aluminum bar are bonded togetheras shown to form...
- 6.6.57: A steel bar and an aluminum bar are bonded togetheras shown to form...
- 6.6.58: A composite beam is made by attaching the timberand steel portions ...
- 6.6.59: A composite beam is made by attaching the timberand steel portions ...
- 6.6.60: Consider the cantilever beam AB discussed in Sec. 6.8 and theportio...
- 6.6.61: Determine the location of the shear center O of a thinwalledbeam of...
- 6.6.62: Determine the location of the shear center O of a thinwalledbeam of...
- 6.6.63: An extruded beam has the cross section shown.Determine (a) the loca...
- 6.6.64: An extruded beam has the cross section shown.Determine (a) the loca...
- 6.6.65: An extruded beam has the cross section shown.Determine (a) the loca...
- 6.6.66: An extruded beam has the cross section shown.Determine (a) the loca...
- 6.6.67: An extruded beam has the cross section shown.Determine (a) the loca...
- 6.6.68: An extruded beam has the cross section shown.Determine (a) the loca...
- 6.6.69: Determine the location of the shear center Oof a thin-walled beam o...
- 6.6.70: Determine the location of the shear center Oof a thin-walled beam o...
- 6.6.71: Determine the location of the shear center Oof a thin-walled beam o...
- 6.6.72: Determine the location of the shear center Oof a thin-walled beam o...
- 6.6.73: Determine the location of the shear center Oof a thin-walled beam o...
- 6.6.74: Determine the location of the shear center Oof a thin-walled beam o...
- 6.6.75: A thin-walled beam has the cross section shown.Determine the locati...
- 6.6.76: A thin-walled beam has the cross section shown.Determine the locati...
- 6.6.77: A thin-walled beam of uniform thickness has the crosssection shown....
- 6.6.78: A thin-walled beam of uniform thickness has the crosssection shown....
- 6.6.79: For the angle shape and loading of Sample Prob. 6.6, check thate q ...
- 6.6.80: For the angle shape and loading of Sample Prob. 6.6, (a) determinet...
- 6.6.81: A steel plate, 160 mm wide and 8 mm thick, is bent to form thechann...
- 6.6.82: Solve Prob. 6.81, assuming that a 6-mm-thick plate is bent to formt...
- 6.6.83: The cantilever beam AB, consisting of half of a thin-walled pipeof ...
- 6.6.84: Solve Prob. 6.83, assuming that the thickness of the beam isreduced...
- 6.6.85: The cantilever beam shown consists of a Z shape of 14-in. thickness...
- 6.6.86: For the cantilever beam and loading of Prob. 6.85, determine thedis...
- 6.6.87: Determine the distribution of the shearing stresses along line D9B9...
- 6.6.88: For the angle shape and loading of Prob. 6.87, determine the distri...
- 6.6.89: A square box beam is made of two 20 3 80-mm planks and two 20 3120-...
- 6.6.90: The beam shown is fabricated by connecting two channel shapesand tw...
- 6.6.91: For the beam and loading shown, consider section n-n and determine(...
- 6.6.92: For the beam and loading shown, determine the minimumrequired width...
- 6.6.93: For the beam and loading shown, determine the largest shearingstres...
- 6.6.94: For the beam and loading shown, determine the largest shearingstres...
- 6.6.95: The composite beam shown is made by welding C200 3 17.1rolled-steel...
- 6.6.96: An extruded beam has the cross section shown and a uniform wallthic...
- 6.6.97: The design of a beam requires welding four horizontal plates to ave...
- 6.6.98: Determine the location of the shear center O of a thin-walledbeam o...
- 6.6.99: Determine the location of the shear center O of a thin-walled Revie...
- 6.6.10: A thin-walled beam of uniform thickness has the cross sectionshown....

# Solutions for Chapter 6: Mechanics of Materials 6th Edition

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ISBN: 9780073380285

Solutions for Chapter 6

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