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- Fucture com History Download Bluestac. New Tab O ClipConverter - con. F670L OmeTv Cinline-C Facebook Gogoanime | Watch. The lid of a tank is bolted as shown with 1-inch diameter bolts. The tank is made from a metal sheet with 0.5-inch thickness and can sustain maximum tangential stress of 24,000 psi in tension. The allowable normal stress in the bolts is 60,000psi. Determine the number of bolts if the diameter is to be 8 feet. 29Q4) Determine the maximum service load than can be applied if the live load to DL ratio is 2. All structural steel is A36and the weld is a % inch fillet weld with E70 electrodes. Section is not double angle. Check if this weld size, length meets the code requirements? 2L5 x 3½ x %6 LLBB 5"The largest load P that can be applied is approximately equals: Arca - 0.00126 m oall - 45 MPa a)57 kN B Aren- 0.0007 m b)60 kN Weld allowable strength - 60 kN all - 95 MPa c)67 kN d)50 kN
- Design a connection for the following conditions: 2L 8x6xtension member • Dead load = 50 kips, live load = 100 kips, and wind load = 45 kips • Group A bolts, no slip permitted • 3/8-inch-thick gusset plate • A36 steel for both the tension member and the gusset plate • Length = 20 feet Provide a complete sketch showing all information needed for the fabri- cation of the connection. a. Use LRFD. b. Use ASD.7.11-10 Design a tension member and its connection for the following conditions: • The tension member will be an American Standard Channel. 17.5 feet. Length • The web of the channel will be welded to a 8-inch-thick gusset plate. • The tension member will be A572 Grade 50 and the gusset plate will be A36. • Service dead load load = 75 kips. 54 kips, service live load 80 kips, and wind Show your results on a sketch, complete with dimensions.Design an optimize welded connection with fillet weld and E70XX electrodes to resist the dead load of 20 kips, live loads of 40 kips and wind loads of 10 kips. All steel is A36. Show your results on a sketch, complete with dimensions. plate 16 L6 X 4 X × % 16 6"
- Problem 17. The welded connection shown in the figure uses electrodes E70XX. The nominal weld strength of the connection is: a 184.40 kN b 245.87 kN c 430.27 kN d 485.59 kN 18. For the connection shown in problem 17, the LRFD design strength is: a 322.70 kN b 364.19 kN c 387.24 kN d 437.03 kN 19. For the connection shown in problem 17, the ASD al strength is: a 215.14 kN b 242.80 kN c 322.70 kN d 387.24 kN5) Calculate P the allowable tensile load for the butt joint shown. Each A325-N high-strength bolt has a diameter of 0.9 inches. The plates are made of ASTM A36 steel. If the applied load is 200 kips, is this connection adequate? If not, what needs to be changed so that this connection can handle an applied load of 200 kips? P- ФФ P ! 12"x " P. P.ind design tension strength for this connection? PL ½x 8 12" A36 steel -Weld
- 130% v - + 7 Annotate T| Edit Trial expired Unlock Full Version ENGR 263 A A A EXERCISES Eleven sets of illustrations and the corresponding free-body diagrams of building-related beams were provided in Chapter 4 as Exercises 4. I through 4.11. These free-body diagrams constitute exercises that will be used here and again in Chapter 12. Follow these instructions carefully to save time later: (a) On each sheet of engineering paper reserved for analysis, calculate the vertical shear specific to that member at appropriate intervals across the length of the free-body diagram. Be sure to solve for locations where shear passes through zero. (b) On cach sheet of engineering paper containing the tree-body diagram, neatly draw the related shear diagram directly below the associated free-body diagram. The shear diagram should be located in the middle one-third of the page. Reserve the bottom one-third of the sheet for the bending moment diagram introduced in Chap- ter 12. Be sure to show…Design a single-angle tension member and a bolted connection for the following conditions: 7.7-2 50 kips, live load • Group A bolts, no slip permitted • 3/8-inch-thick gusset plate • Dead load kips, and wind load 45 kips • A36 steel for both the ten member and the gusset plate • Length 20 feet Provide a complete sketch showing all information needed for the fabri- cation of the connection. a. Use LRFD. b. Use ASD.Topic:Bolted Steel Connection - Civil Engineering -Steel Design *Use latest NSCP/NSCP 2015 formula to solve this problem *Please use hand written to solve this problem A channel shown is attached to a 12 mm gusset plate with 9-22 mm diameter A 325 bolts as shown. Use LRFD. Fnv = 300 MPa Fu = 400 MPa Fy = 248 MPa Ag = 3354 mm2 Question: Determine the capacity of the channel based on the bearing strength of the connection.