Why are grade 5 bolts sometimes preferable to grade 8 bolts?
Please dear thumpsup for the answer. Thank you.
The figure shows a bolted lap joint that uses SAE grade 5 bolts. The members are made of cold- drawn AISI 1020 steel. Assume the bolt threads do not extend into the joint. Find the safe tensile shear load F that can be applied to this connection to provide a minimum factor of safety of 2 for the following failure modes: shear of bolts, bearing on bolts, bearing on members, and tension of members Problem 8-66 in in-20 UNC in...
3. All bolts in the seismic bracing connection shown in the figure are Grade A490, 34-nch-diameter bolts (8 bol Its total) The bolts are bearing-type in standard holes, and the threads are excluded from the shear planes The seismic bracing is subject to a 200-kip tension force that passed through the center of gravity of the boltu group. Check the adequacy of the bolts P,1-200 k
Comment the 5 reason of why absorption costing is preferable than marginal costing.
Part II: Reflection 1. Why do people sometimes use credit to pay for items instead of just using cash? 2. When applying for credit, is it preferable to receive a low interest rate or a high interest rate? 3. Sometimes, lenders allow or require a downpayment before they extend you the loan. What would be the advantage to the lender? What would be the advantage to the borrower?!
Jack Hardware sold 8 pounds of bolts yesterday at a price of $5,.00 per pound. This point is represented by the black plus symbol on the diagram below, which plots the price of bolts (measured in dollars, per pound) and the quantity sold (measured in pounds).Each small square in the grid for this graph has one side equal to 1 pound of bolts and one side equal to 1 dollar per pound. The area of one small square is therefore...
Required information For a bolted assembly with six bolts, the stiffness of each bolt is kb=1.8 Mibflin and the stiffness of the members is km=16 Mlbflin per bolt. An external load of 80 kips is applied to the entire joint. Assume the load is equally distributed to all the bolts. It has been determined to use 1/2 in-13 UNC grade 8 bolts with rolled threads. Assume the bolts are preloaded to 75 percent of the proof load. Determine the yielding...
Determine the net tension area, An, along the line abcde. Diameter of the bolts = 5/8" o j 4.5 ос 4.5" of od 3" 3 3 3"3"3"
The joint shown in Figure 1 is made from steel Grade 350 (AS/NZS 3678). Four bolts are used. Diameters of all holes are 5 mm. Note that the middle hole on both Plates A is just a hole with no bolt. The shear design capacity (reduced nominal capacity) of the bolts in single shear is 10 kN. Dimensions given below are in mm. Determinre the maximum tension design force: a) * N2PlatesA that the double plate A can support. b)...
Which allocation base is preferable under traditional costing and why? Which costing system (traditional or activity-based) is preferable in pricing decisions and why?
25m- JL 127 6.4 20 EN 10025-2 Grade S355 M20-8.8 bolts (standard holes) Compute the design strength фР, of this connection considering applicable tension member limit states. Bolt limit states will be covered later in this course. 25m- JL 127 6.4 20 EN 10025-2 Grade S355 M20-8.8 bolts (standard holes) Compute the design strength фР, of this connection considering applicable tension member limit states. Bolt limit states will be covered later in this course.