A tension member is to consist of two C10 channels and two PL1/2x11, arranged as shown in the Figure to support the service loads, D=200k and L=320k. The member is assumed to be 30ft long and is to have four lines of 4-in dia bolts. Assume U=0.85. All steel will be A36. Neglect block shear. 11 in (10

Q: 1.4) The design block shear strength is A) 234.900 kips B) 176.175 kips C) 211.050 kips D) 158.288…

A: The given figure is shown below:

Q: A 2L 3 x 2 x ¼ LLBB tension double angle, A36 steel is subjected to a dead load of 12 kips and a…

A: For the given double angle member,

Q: As shown in Figure 7, members AC and BD are used to brace the pin-connected structure against a…

A: Factored load, 12 kips. A36-steel properties: fu = 58 ksi fy = 36 ksi

Q: A Given: P = P₁ = 1.2DL + 1.6LL DL= 30 kips 40 ft- H Joooooo B 1.5P 40 ft- Techipe oooo C 40 ft D F…

A: Given- D.L=30 kips L.L=65 kips The formula for P is given as, P=Pu=1.2D.L+1.6L.L =1.2x30 + 1.6x65…

Q: Found solutions, steel structure

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Q: Five bolts are used in the connection between the axial member and the support. The ultimate shear…

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Q: A double-angle tension member, 2L 3 x 2 x 4 LLBB, of A36 steel is subjected to a dead load of 12…

A: 2L 3 x 2 x 1/4 LLBB section A36 steelDL = 12 kipLL = 36 kip db = 3/4 in

Q: A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset…

A: The order of the steel cross sections relies upon the heap that the part can convey prior to…

Q: Plate 10 4 in. Plate x8 <8

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Q: A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset…

A: Given: Section = W 14 x 120  fy=36 ksi fu=58 ksi Ag = 35.30 in2 tf = 0.94 in To find: The yielding…

Q: Design all Tension members of the truss. Use A36 steel type. Dead Loads and Live loads are shown in…

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Q: The tension member shown in the figure below is a ¹/2 x 10 plate of A36 steel: Fy = 36 ksi, Fu = 58…

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Q: Determine the nominal axial compressive strength of the members shown in the following

A: The values and figure given in the question are as follows Length of column=L Effective length of…