8. For the plate tension member as shown in Figure 6.27 carrying axial service loads of 60 kips live load and 12 kips dead load, select the reqired thickness of the plates (A572 Grade 50 steel) the proper electrode material. 60k LL 121 DL 60% LL 12k DL 12171
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- A 2014-T6 aluminum tube having a cross-sectional area of 600 mm² is used as a sleeve for an A-36 steel bolt having a cross-sectional area of 400 mm², When the temperature is T=15 °C, the nut holds the assembly in a snug position such that the axial force in the bolt is negligible. If the temperature increases to T-80 °C and an axial force of 25 KN is applied to the assembly, determine the stresses in the bolt and the sleeve. Note: Length of the assembly is 150 mm, E is 200 Gpa, a is 12*106 (for bolt), E is 73.1 Gpa, a is 23*106 (for sleeve).using Figure 5-27, what is the advantage of the suspended type magnet over the other two types of magnets?An A36 steel plate with width of 400 mm and thickness of 12 mm is to beconnected to a plate of the same width and thickness by 34 mm diametersbolts, as shown in the figure (next slide). The holes are 2 mm larger thanthe bolt diameter. The yield strength of the steel plate is Fy = 248 MPa.Assume allowable tensile stress on net area is 0.60Fy. It is required todetermine the value of b such that the net width along bolts 1-2-3-4 isequal to the net width along bolts 1-2-4.a. Calculate the value of b in mm.b. Calculate the value of the net area for tension in plates in mm².c. Calculate the value of P so that the allowable tensile stress on net areawill not be exceeded.(Use at least 2 decimal points on your answers.)
- What is OMn for W8x24 - A36 steel in lb-ft for: а) 15 ft b) 30 ftA 76 mm x 76 mm x 6 mm angular section is welded to an 8-mm thick gusset plate as shown. The angular member is A36 steel with Fy = = 248 MPa and Fu = 400 MPa. The electrode used is E60 with Fu = 414 MPa. The cross sectional area of the angle is 929 mm2. L76×76×6 gusset plate 65 mm 125 mm P Compu te the value of P based on the gross area? Determine the value of P based on the net area if the strength reduction coefficient is 0.85? Determine the value of P based on block shear in the gusset plate along the weld?Two polymer bars are connected to a rigid plate at B, as shown. Bar (1) has a cross-sectional area of 1.71 in and an elastic modulus of 2050 ksi. Bar (2) has a cross-sectional area of 1.019 in? and an elastic modulus of 3910 ksi. Assume L-20 in. Lyn47 in. Q-6 kips. P-3.6 kips, and R-13.2 kips. Determine the horizontal deflection of end Crelative to end A. (1) (2) Answer: UCIA - in.
- 9-5 A -in-thick steel bar, to be used as a beam, is welded to a vertical support by two fillet welds as illustrated. (a) Find the safe bending force F if the permissible shear stress in the welds is 20 kpsi. (b) In part a you found a simple expression for F in terms of the allowable shear stress. Find the allowable load if the electrode is E7010, the bar is hot-rolled 1020, and the support is hot- rolled 1015. F 16 in Problem 9-5 2 in 2 in -6 inWhat is the capacity of a 9 mm fillet weld of E70 electrode in a length of 250 mm? Fv = 0.3Fu Fu = 70ksiCurrent Attempt in Progress X Incorrect Compound axial member ABC has a uniform diameter of d- 1.25 in. • Segment (1) is an aluminum [Ez - 10000 ksi]alloy. The length of segment (1) is L4 - 70 in. • Segment (2) is a copper [E2 - 17000 ksi]alloy. The length of segment (2) is L2 - 98 in. When axial force Pis applied, a strain gage attached to copper segment (2) measures a normal strain of 2 - 2100 uin./in. in the longitudinal direction. What is the total elongation of member ABC? L2 Aluminum B Соpper Answer: AL - 35.7 in.
- I need the answer as soon as possibleTHEORY OF STRUCTURESThe total tensile load of 160kN of a steel is to be stress at the middle portion limited to 150 N/mm2, find the diameter of the middle portion and also the length of the middle portion if the total elongation of the rod is to be 0.2mm. consider the young modulus of a steel.