- 1.1.1: solid cylindrical rods AB and BC are welded together atB and loaded...
- 1.1.2: Two solid cylindrical rods AB and BC are welded together at B and l...
- 1.1.3: 3 Two solid cylindrical rods AB and BC are welded together at B and...
- 1.1.4: 4 Two solid cylindrical rods AB and BC are welded together at B and...
- 1.1.5: A strain gage located at C on the surface of bone AB indicates that...
- 1.1.6: Two brass rods AB and BC, each of uniform diameter, will be brazed ...
- 1.1.7: Each of the four vertical links has an 8 3 36-mm uniform rectangula...
- 1.1.8: Link AC has a uniform rectangular cross section 1/8 in. thick and 1...
- 1.1.9: Three forces, each of magnitude P 5 4 kN, are applied to the struct...
- 1.1.10: Link BD consists of a single bar 1 in. wide and 1/2 in. thick. Know...
- 1.1.11: For the Pratt bridge truss and loading shown, determine the average...
- 1.1.12: The frame shown consists of four wooden members, ABC, DEF, BE, and ...
- 1.1.13: An aircraft tow bar is positioned by means of a single hydraulic cy...
- 1.1.14: Two hydraulic cylinders are used to control the position of the rob...
- 1.1.15: Determine the diameter of the largest circular hole that can be pun...
- 1.1.16: Two wooden planks, each 1/2 in. thick and 9 in. wide, are joined by...
- 1.1.17: When the force P reached 1600 lb, the wooden specimen shown failed ...
- 1.1.18: A load P is applied to a steel rod supported as shown by an aluminu...
- 1.1.19: 9 The axial force in the column supporting the timber beam shown is...
- 1.1.20: Three wooden planks are fastened together by a series of bolts to f...
- 1.1.21: A 40-kN axial load is applied to a short wooden post that is suppor...
- 1.1.22: 2 An axial load P is supported by a short W8 3 40 column of crossse...
- 1.1.23: Link AB, of width b = 2 in. and thickness t = 1/4 in., is used to s...
- 1.1.24: Determine the largest load P that can be applied at A when u 5 608,...
- 1.1.25: Knowing that 0 = 40 and P 5 9 kN, determine (a) the smallest allowa...
- 1.1.26: The hydraulic cylinder CF, which partially controls the position of...
- 1.1.27: For the assembly and loading of Prob. 1.7, determine (a) the averag...
- 1.1.28: Two identical linkage-and-hydraulic-cylinder systems control the po...
- 1.1.29: Two wooden members of uniform rectangular cross section arejoined b...
- 1.1.30: Two wooden members of uniform rectangular cross section are joined ...
- 1.1.31: The 1.4-kip load P is supported by two wooden members of uniform cr...
- 1.1.32: Two wooden members of uniform cross section are joined by the simpl...
- 1.1.33: A centric load P is applied to the granite block shown. Knowing tha...
- 1.1.34: A 240-kip load P is applied to the granite block shown. Determine t...
- 1.1.35: A steel pipe of 400-mm outer diameter is fabricated from 10-mmthick...
- 1.1.36: A steel pipe of 400-mm outer diameter is fabricated from 10-mmthick...
- 1.1.37: A steel loop ABCD of length 5 ft and of 3/8-in. diameter is placed ...
- 1.1.38: Link BC is 6 mm thick, has a width w 5 25 mm, and is made of a stee...
- 1.1.39: Link BC is 6 mm thick and is made of a steel with a 450-MPa ultimat...
- 1.1.40: Members AB and BC of the truss shown are made of the same alloy. It...
- 1.1.41: Members AB and BC of the truss shown are made of the same alloy. It...
- 1.1.42: Link AB is to be made of a steel for which the ultimate normal stre...
- 1.1.43: Two wooden members are joined by plywood splice plates that are ful...
- 1.1.44: For the joint and loading of Prob. 1.43, determine the factor of sa...
- 1.1.45: Three 3/4-in.-diameter steel bolts are to be used to attach the ste...
- 1.1.46: Three steel bolts are to be used to attach the steel plate shown to...
- 1.1.47: A load P is supported as shown by a steel pin that has been inserte...
- 1.1.48: For the support of Prob. 1.47, knowing that the diameter of the pin...
- 1.1.49: A steel plate 1 4 in. thick is embedded in a concrete wall to ancho...
- 1.1.50: Determine the factor of safety for the cable anchor in Prob. 1.49 w...
- 1.1.51: Link AC is made of a steel with a 65-ksi ultimate normal stress and...
- 1.1.52: Solve Prob. 1.51, assuming that the structure has been redesigned t...
- 1.1.53: Each of the two vertical links CF connecting the two horizontal mem...
- 1.1.54: Solve Prob. 1.53, assuming that the pins at C and F have been repla...
- 1.1.55: In the structure shown, an 8-mm-diameter pin is used at A, and 12-m...
- 1.1.56: In an alternative design for the structure of Prob. 1.55, a pin of ...
- 1.1.57: A 40-kg platform is attached to the end B of a 50-kg wooden beam AB...
- 1.1.58: The Load and Resistance Factor Design method is to be used to selec...
- 1.1.59: In the marine crane shown, link CD is known to have a uniform cross...
- 1.1.60: Two horizontal 5-kip forces are applied to pin B of the assembly sh...
- 1.1.61: For the assembly and loading of Prob. 1.60, determine (a) the avera...
- 1.1.62: Two steel plates are to be held together by means of 16-mmdiameter ...
- 1.1.63: A couple M of magnitude 1500 N m is applied to the crank of an engi...
- 1.1.64: Knowing that link DE is 1/8 in. thick and 1 in. wide, determine the...
- 1.1.65: A 5/8-in.-diameter steel rod AB is fitted to a round hole near end ...
- 1.1.66: In the steel structure shown, a 6-mm-diameter pin is used at C and ...
- 1.1.67: Member ABC, which is supported by a pin and bracket at C and a cabl...
- 1.1.68: A force P is applied as shown to a steel reinforcing bar that has b...
- 1.1.69: The two portions of member AB are glued together along a plane form...
- 1.1.70: The two portions of member AB are glued together along a plane form...
- 1.1.C1: A solid steel rod consisting of n cylindrical elements welded toget...
- 1.1.C2: A 20-kN load is applied as shown to the horizontal member ABC. Memb...
- 1.1.C3: Two horizontal 5-kip forces are applied to pin B of the assembly sh...
- 1.1.C4: A 4-kip force P forming an angle a with the vertical is applied as ...
- 1.1.C5: A load P is supported as shown by two wooden members of uniform rec...
- 1.1.C6: Member ABC is supported by a pin and bracket at A, and by two links...

# Solutions for Chapter 1: Mechanics of Materials 7th Edition

## Full solutions for Mechanics of Materials | 7th Edition

ISBN: 9780073398235

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