## Strength of materials |

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Page 20

Solution: At the girder, the shearing resistance is that of eight rivets in single

shear; hence we have [P = At] P = 8^j(19 X 10_3)2(80 X 106) = 181 kN The

bearing resistance at the girder depends on the minimum

connection, ...

Solution: At the girder, the shearing resistance is that of eight rivets in single

shear; hence we have [P = At] P = 8^j(19 X 10_3)2(80 X 106) = 181 kN The

bearing resistance at the girder depends on the minimum

**thickness**of theconnection, ...

Page 419

Pitch of the rivets is 3.25 in.; diameter of the rivet holes is ^ in.;

plate is a in. Find the strength of a repeating section, the efficiency, and maximum

internal pressure. Ans. p = 1 34 psi 1 204. The longitudinal seam of a boiler is a ...

Pitch of the rivets is 3.25 in.; diameter of the rivet holes is ^ in.;

**thickness**of theplate is a in. Find the strength of a repeating section, the efficiency, and maximum

internal pressure. Ans. p = 1 34 psi 1 204. The longitudinal seam of a boiler is a ...

Page 423

Use |-in. rivets, plate width p is 1 1 in.,

Illustrative Problem 1219, if the rivet at row 1 is omitted, determine the maximum

stresses in ...

Use |-in. rivets, plate width p is 1 1 in.,

**thickness**of main plate is \ in., and**thickness**of each strap plate is J in. Ans. P = 102 kips 1221. In the joint inIllustrative Problem 1219, if the rivet at row 1 is omitted, determine the maximum

stresses in ...

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allowable stresses aluminum angle area-moment assumed axes axial load beam in Fig beam loaded beam shown bending bolts cantilever beam caused centroid column components compressive stress Compute the maximum concentrated load connector cross section deformations Determine the maximum diameter elastic curve element end moments equal equivalent Euler's formula factor of safety fibers Figure flange flexure formula free-body diagram Hence Hooke's law horizontal Illustrative Problem kips lb/ft length loaded as shown main plate maximum shearing stress maximum stress method midspan deflection Mohr's circle moments of inertia neutral axis obtain plane plastic positive product of inertia proportional limit radius reaction rectangular resisting resultant rivet rotation segment shaft shear center shear diagram shearing force shown in Fig slope Solution span static steel strain tensile stress thickness three-moment equation torque torsional U.S. Customary Units uniformly distributed load vertical shear weld zero