A hole is to be drilled in the plate at A. The diameters of the bits available to drill the hole range from 1212 to 112112 in. in 1414 -in. increments. The allowable stress in the plate is 21 ksi. Use Figure 2.52 (a) and Figure 2.52 (b).
Determine the diameter d of the largest bit that can be used if the allowable load P at the hole is to exceed that at the fillets.
The diameter d of the largest bit that can be used is ____ in.
A hole is to be drilled in the plate at A. The diameters of the bits...
Given the structural steel plate with a hole shown above where P 5 kip, t 0.2 in, and w 4.6 in. Considering only the axial (normal) stress in the plate, the larget diameter (dia) hole that can be drilled in this plate while maintaining a Factor of Safety of 2.5 against yielding failure in the plate is closest to: Select one a. 1.86 in b. 2.86 in c, 3.91 in d. 3.65 in e. 4.60 in O O O
6. Determine the largest load P that can be safely supported by a steel plate with a hole of diameter 10 mm and thickness is 10 mm. The width of the plate is 40mm. Assume an allowable normal stress of 160 MPa. (10)
Wide sheets of steel are to be used for studying fatigue crack propagation. A hole with a diameter of 0.04 inch is drilled in the center of the plates so serve as a "crack starter". Assume the hole surface is smooth. The plate is to be subjected to zero-to-maximum cycle loading (R = 0). The material properties of the pate are E = 30*10^3 ksi S = 115 ksi C = 3.6*10^-10 m = 3.0 K = 100 ksi sqrt...
Question 1 (30 Marks) Plate A is fillet-welded to Plate B as shown in Figure 1. Plate A and Plate B have the same material properties Both plates are 10 mm thick. There are two holes (with a diameter of d) in Plate A. It is assumed that weld failure will not occur (a) If Plate A has a yield stress (fy) of 350 MPa and an ultimate tensile strength (fu) of 450 MPa, what is the maximum load (P)...
A wood beam (1) is reinforced on its lower surface by a steel
plate (2) as shown in the figure. Dimensions of the cross section
are b 1 = 220 mm , d = 385 mm , b 2 = 190 mm , and t = 25 mm . The
elastic moduli of the wood and steel are E 1 = 12.5 GPa and E 2 =
200 GPa , respectively. The allowable bending stresses of the wood
and steel...