Two steel plates are connected with (4) 3/4" diameter bolts, and a 70,000-pound tensile load is applied to the plate. What is the average shear stress in one bolt? Assume the shear force is evenly distributed between the bolts. Steel plate O

1.A 3inch by 3inch square steel guardrail post was hit by a car on one of its side and applieda 1.6 kN force. The base of the post is a ¼ inch thick square steel plate and is supported by four pieces half inch diameter bolts. (1 inch = 25.4 mm) a.Assuming that the bolts received an equally distributed force, what is the shear stress applied to a single bolt? b.If the bottomplate of the post is a steel with astress capacity of 120 MPa, what is the maximum allowable bearing force on the plate? c.Assuming that the post is a solid steel and was hit by a falling solid heavy object from above, what is the maximum load that it can carry? d.If the post is a steel tube withcircular hollow section and an outerdimension of 4 inch by 4 inch, what is the maximum inner diameterif same force was applied?

Answer both parts please!  Part A. if the bolt is subjected to a compressive force of P= 21.3 kN, deteemine the magnitude of the average normal stress in the steel. Part B. if the bolt is subjected to a compressive force of P= 21.3 kN, determine the magnitude of the average normal stress in the bronze.

A U-bolt supports a load of 5,000 lb.  The cross-section of the bolt has a diameter of ½ in.  How much stress is induced in the sides of the bolt?   note: answer must be in ksi

Please give the given, required, and the solution. Draw the free body diagram and label properly.

1. A BRONZE ROD IS SUBJECTED TO A TENSILE LOAD OF 15,000N. IF ITS ALLOWABLE STRESS IS 75 MPa, CALCULATE THE OUTER LENGTH OF THE SIDE OF THE PENTAGONAL TUBE IF THE INNER LENGTH OF THE ONE SIDE IS 40mm. 15,000N 15,000N 40mm CROSS-SECTION OF THE BRONZE ROD BRONZE ROD

A tensile force of 100 kN is applied on a 0.02-m diameter and 2-m long rod. After applying the load, the diameter of the rod decreases to 0.01998 m and the length increases to2.01 m. The true axialstrain is?

bearing stress show complete solution and provide the  -given -required -FBD -formula and solution bearing stress show complete solution and provide the  -given -required -FBD -formula and solution

Kindly show the complete step-by-step solution and free body diagram. Please make sure that your handwriting is understandable and the picture of the solution is clear. This topic is about "Normal/Axial Stress" I will rate you with “like/upvote” after. I need the answer right away, thank you.

If you don't know the solution please leave it for someone.  The tensile strength of a 6-in. thick slab of a JPCP is 450 psi. The maximum amount of corner point load that can be applied to this slab is most nearly: A. 4.4 kip B. 2.4 kip C. 5.4 kip D. 3.4 kip