Allowable loads on one bolt in seasoned wood loaded at both ends in normal duration
| Length of Bolt in Main Member (mm) |
Bolt Diameter (mm) |
||
|---|---|---|---|
| Species Group | |||
| I | II | ||
| Parallel to Grain | Perpencular to Grain | Parallel to Grain | Perpencular to Grain |
double shear
Solution to Problem 240 Statically Indeterminate
Problem 240
Three steel eye-bars, each 4 in. by 1 in. in section, are to be assembled by driving rigid 7/8-in.-diameter drift pins through holes drilled in the ends of the bars. The center-line spacing between the holes is 30 ft in the two outer bars, but 0.045 in. shorter in the middle bar. Find the shearing stress developed in the drip pins. Neglect local deformation at the holes.
- Read more about Solution to Problem 240 Statically Indeterminate
- Log in or register to post comments
Solution to Problem 127 Bearing Stress
Problem 127
In the clevis shown in Fig. 1-11b, find the minimum bolt diameter and the minimum thickness of each yoke that will support a load P = 14 kips without exceeding a shearing stress of 12 ksi and a bearing stress of 20 ksi.
- Read more about Solution to Problem 127 Bearing Stress
- Log in or register to post comments
Solution to Problem 119 Shear Stress
Problem 119
Compute the shearing stress in the pin at B for the member supported as shown in Fig. P-119. The pin diameter is 20 mm.
- Read more about Solution to Problem 119 Shear Stress
- Log in or register to post comments
Solution to Problem 117 Shear Stress
Problem 117
Find the smallest diameter bolt that can be used in the clevis shown in Fig. 1-11b if P = 400 kN. The shearing strength of the bolt is 300 MPa.
- Read more about Solution to Problem 117 Shear Stress
- Log in or register to post comments