Problem 6: Analyse to determine the maximum allowable tensile load for a W310x44.5 connected to a pair of 160x20mm gusset plates as shown in figure. Assume 4 holes at each critical section and use A36 steel and the AISC LRFD specification. The combined overload factor for dead and live load is to be 1.38. w310×44.5 20mm Diameter Rivets 2@60 t mur Figure. Problem 6 (The shown dimensions are in mm)
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- 9. The gusset shown is riveted to the column flange by 7-20mm diameter rivet single shear. Determine the stress in the most heavily loaded bolt. If the design shear stress is 400MPA, determine the ultimate load that the connections can carry. Using the design shear stress how much more torque can the connections carry? 140 kN 200 mm 175 mm 7- 20 mm bolts 150 mm 150 mm 150 mmDetermine the design tensile strength of plate (200x8 mm) connected to 10-mm thick gusset using 20 mm bolts as shown in the figure, if the yield and the ultimate stress of the steel used are 250 MPa and 410 MPa, respectively. Add 1mm around the bolt for the hole. Use LRFD method. Plate 8-mm thick 2 3 40+ 30 301 T 200 mm Gusset 10-mm thick 3af 30 2_3 *40 40+ 50,54 +40Q.2: A rectangular bar is cut from an AISI 1018 Cold-Drawn flat steel. The bar is 50 mm wide by 8 mm thickness and has a 10 mm hole drilled through the centre. It is to be placed in the reversed axial loading to failure in an operating environment of 350°F. Using ASTM minimum properties, and a reliability of 95 percent, estimate the endurance limit and fatigue strength at 60 000 cycles. Taken Sut-64 kpsi at 70°F and notch sensitivity (q=0.8).
- A plate 400 x 12 mm is to be connected to a plate of the same width and thickness by 34 mm diameter bolts, as shown. The holes are 2 mm larger than the bolt diameter. The plate is A36 steel. Assume allowable tensile stress on net area is .60Fy. It is required to determine the value of b such that the net width along bolts 1-2-3-4 is equal to the net width along bolts 1-2-4. a. calculate the value of b in millimeters. b. Calculate the value of the net area for tension in plates in square millimeters. c. Calculate the value of P so that the allowable tensile stress on net area will not be exceeded. d. Calculate the nominal block shear strength based on possible failure pathsA UNS G10350 steel shaft, heat-treated to a minimum yield strength of 75 kpsi, has a diameter of 1- in. The shaft rotates at 613 rev/min and transmits 53 hp through a gear. 16 Select an appropriate key for the gear. (a) Take a in square key, UNS G10200 cold-drawn steel being used. The design will be based on a yield strength of 65 kpsi. A factor of safety of 2.80 will be employed in the absence of exact information about the nature of the load. (b) The same conditions in option (a) but the design will be based on a shear strength of 37.5 kpsi Use Customary units.An L 5 x 5 x tension member of A588 steel is connected to a gusset plate with six -inch- diameter bolts as shown in Figure P3.3-4. If the member is subject to dead load only, what is the maximum total service load that can be applied if the ratio of live load to dead load is 2.0? Use the alternative value of U from AISC Table D3.1 (Consider yielding & rupture limit states only.) a. Use LRFD b. Use ASD L5 x 5 x '½ 1'/2" 5 spaces @ 3" - 15" 12" FIGURE P3.3-4 na.co
- The tension member is fastened togother using two bolts, one on each side of the member as shown. Each bolt has a diameter of 0 3 in The allowable shear stress for the bolts is Tall 12 ksi and the allowable average normal stress is oallow- 19 ksi Part A Determine the maximum load P that can be applied to the member Express your answer to three significant figures and include appropriate units. Pas Value UnitsA plate 400x12 mm is to be connected to a plate of the same width and thickness by 34 mm diameter bolts, as shown. The holes are 2 mm larger than the bolt diameter. The plate is A36 steel. Assume allowable tensile stress on net area is .60Fy. It is requireed to determine the value of b such that the net width along bolts 1-2-3-4 is equal to the net width along bolts 1-2-4أ.د. رمضان المبروك A PL170mm x 10mm tension member is welded to a gusset plate as shown in Figure below. The steel is A36. Assume that Ae = Ag and compute the following. %3D fy = 250 MPa & f, = 400 MPa %3D %3D PL 170mmx10mm a. The design strength for LRFD. . The allowable strength for ASD. roblem (4):
- Calculate the tightening torque for an SAE 5, ASTM449, 13UNC grade bolt with a diameter of 1/2 inch. Also determine the tensile stress and torsional stress. Indicate on the Mohr circle the principal stresses in the bolt and determine the factor of safety FS.A base plate with a dimension of 130mm x 12 mm is connected to a gusset plate with 4-16mm diameter bolt as shown in the figure. If Fy = 248 MPa and Fu = 345 MPa. a. Determine the design strength for LRFD b. Determine the design strength for ASD %3! Image 3 16mm ø -12mm x 130mmTopic:Bolted Steel Connection - Civil Engineering *Use latest NSCP/NSCP 2015 formula to solve this problem *Please use hand written to solve this problem The bracket shown in the figure is supported by four 22 mm diameter bolts in single shear. The bracket is subject to an eccentric load of 150 kN. Use LRFD. Use A36 steel. Questions a) Determine the critical force on the most stressed bolt. b) Determine the nominal shear stress of the most stressed bolt.