Determine the design strength 6.P. for the axially loaded column shown in figure if the L-25ft and 50 ksi steel is used. The one end is hinge and the other is fixed. L6x6x1 in 20 in L6x6x1 in
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A: 1. Given : Width of rectangular beam, b = 300 mmEffective depth of rectangular beam, d = 500…
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Q: B. Q): Compute the balanced axial load and moment capacity of the column shown in Figure below. Use…
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Q: A W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member. It is 8 m long,…
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A: P = 1520KN
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A: A=14500mm2
Q: The column is constructed of a steel wide-flange section (W 8 X 28) hav- ing modulus of elasticity E…
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Q: W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member. It is 8 m long, pinned…
A: Answer We are given W 12 x 79 ( Ag = 14,500 , Ix = 258.6*106 mm4 , Iy = 84.375*106 mm4 ) fy = 415…
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A: For W8×48 I=184in4 = 184124ft4For A36 SteelE=29000 k/in = 29000×122k/ft2E×I=37055.556 kft2
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Q: A W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member. It is 8 m long,…
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- The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. When no load is applied to the assembly, the gap between end C and the rigid support is 0.5 mm. Determine the support reactions when the axial force of 400 kN is applied. 400 mm 400 kN B A992 steel 50 mm 800 mm 25 mm 2014-T6 aluminum alloy Section a-a -400(10*) N st (a)Q1 Delermine the design (ultimate) bending mement for the beam sections showen belowi- 300 mm AG0 mn 330 530 4 bars A es 70 (a) fy s20 Mla - 34 Mla SI0 mm fe'= 28 MAA An 820 mn Ans: prh= 448ma) (Ans: Sectien hasA 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?954. The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. When no laad is applied to the assembly, the gap between end C and the rigid support is 0.5 mm. Determine the support reactions when the axial force of 400 kN is applied. 400 mm 400 kN A992 steel So mm S00 mm 25 mi2014-T6 aluminum alloy Section a-aThe C83400-red-brass rod AB and 2014-T6-aluminum rod BC are joined at the collar B and fixed connected at their ends. The cross-sectional area of each member is 1.75 in. (Eigure 1Q.2. The rigid bar AB, atrached to two verti cal rods as shown in Fig (e), is horizontal before the lead p is applied. If the load pe so kN, ditermine its Vertical mmovement. Aluminum Steel A300 mm 200 G A500 mm R-70 GN -3m- Fig (2)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 inCompute the nominal shear strength of an M107.5 of A572 Grad 65 steel.rectanqular seetion with width bz250 and depth h= 500mm is to carcry a A m %3D design bending moment M= 260KN•M, The conerete is of greade e30 and the tensile steel is of HRB400. The tension reinforzce. ment A, is requined.4 A flanged bolt coupling has ten 12-mm di ameter steel bolts on 500 mm diameter b olt circle and six 16 mm diameter aluminu m bolts on 300 mm diameter bolt circle. T he maximum shear stresses of the materi als are 60 MPa in steel and 40 MPa in al uminum. Use G = 80 GPa for steel and 3 0 GPa for aluminum. What is the maximu m required shear strength of each alumin um bolt to determine the maximum torqu e that can be applied to the system? Dra wing not included in this problem.Auniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P- 7 KN, Determine the axial deformation of uniforn bar 1 (in mmi. Indicate negative sign if compression. 5P O 3P E-200 GPa gomm o mm Z so mm 30 mm 30 mn 30 mm 80 mm