B В D F H y C E G - 4 panels at 10 ft = 40 ft
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Determine the magnitude of the force (lb) in member BD of the truss shown if P = 35023 lb, Q = 33321 lb, and y = 8 ft.
Round off only on the final answer expressed in 3 decimal places. Instead of units, indicate whether the force is tensile or compressive: use T if tensile and C if compressive.
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- Change the complex numbers to polar form: -- 4 – 4i ( - 8i) ( - 3) √7 - i√21 --√15 + i√5Determine the nominal strength of a A36 steel column (Fy = 36 ksi), W 14 X 68 with a total length of 50 feet (both pin-end connection). W14x68 A = 20 in.^2 d = 14 in. tw = 0.415 in. bf = 10 in. tf = 0.72 in. T = 10-7/8 in. k = 1.31 in. k1 = 1.0625 in. gage = 5-1/2 in. rt = 2.71 in. d/Af = 1.94 Ix = 722 in.^4 Sx = 103 in.^3 rx = 6.01 in. Iy = 121 in.^4 Sy = 24.2 in.^3 ry = 2.46 in.f. Calculate the maximum safe load "P" in KN Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mm
- A member is made of the following materials: steel, brass and copper, the constants are listed below:STEEL:length: 300mmcoeff. of thermal expansion: 12(10^-6)/degree Carea: 200mm^2E= 200 GPaBRASS:L= 200mmA= 450mm^2Coeff of thermal expansion: 21(10^-6)/degree CE= 100 GPaCOPPER:L= 100mmA= 515mm^2Coeff. of thermal expansion: 17(10^-6)/degree CE= 120 GPaRigid supports are located at each end of the member. What is the force exerted on the supports if the temperature increases by 6 degrees C?Channel sections are used as a purlin. The top chords of the truss are sloped at 5H to 2V. Trusses are spaced 5m on centers and the purlins are spaced 1.4m on centers. Use the properties of the channel section BELOW. Loads: (Consider all loads pass thru the centroid of the section.) Dead load = 750 Pa Live load = 1,000 Pa Wind load = 1,400Pa Wind coefficients: Windward = 0.3 Leeward = -0.5 Use Fbx=Fby=250 MPa. Determine the maximum value of the interaction equation using the load combination of 0.75(D+L+W)An aluminum alloy [E = 10,000 ksi; σY = 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi; σY = 45 ksi] pipe at flange B. The pipes are attached to rigid supports at A and C. Pipe (1) has an outside diameter of 2.150 in., a wall thickness of 0.16 in., and a length of L1 = 6 ft. Pipe (2) has an outside diameter of 5.10 in., a wall thickness of 0.19 in., and a length of L2 = 10 ft. If a minimum factor of safety of 1.6 is required for each pipe, determine:(a) the maximum load P that may be applied at flange B.(b) the deflection of flange B at the load determined in part (a). Deflection to the right is positive.
- Help! F1: i: -27.0lbs k: -8.0 lbs F2: i: -82.0lbs M: k: -32.0 lbs*ftUse LRFD and design the tension members of the roof truss shown in Figure below. Use double-angle shapes throughout and assume 10-mm-thick gusset plates and welded connections. Assume a shear lag factor of U = 0.80. The trusses are spaced at 9 meters. Use A36 steel and design for te following loads. Metal deck : 190 Pa of roof surface Built-up roof : 575 Pa of roof surface Purlins : 145 Pa of roof surface (estimated) Roof Live Load : 960 Pa of horizontal projection Truss weight : 240 Pa of horizontal projection (estimated)1.Use LRFD and design the tension members of the roof truss shown in Figure below. Use double-angle shapes throughout and assume 10-mm-thick gusset plates and welded connections. Assume a shear lag factor of U = 0.80. The trusses are spaced at 9 meters. Use A36 steel and design forthe following loads.Metal deck : 190 Pa of roof surfaceBuilt-up roof : 575 Pa of roof surfacePurlins : 145 Pa of roof surface (estimated)Roof Live Load : 960 Pa of horizontal projectionTruss weight : 240 Pa of horizontal projection (estimated) 2. Use A36 steel and design sag rods for the truss of Problem 1. Assume that, once attached, the metal deck will provide lateral support for the purlins; therefore, the sag rods need to be designed for the purlin weight only.a. Use LRFD.b. Use ASD.
- Plz do not use gpt if u use chatgpt i will downvote you again don't use chatgptAn aluminum alloy [E = 10,000 ksi; σY = 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi; σY = 45 ksi] pipe at flange B. The pipes are attached to rigid supports at A and C. Pipe (1) has an outside diameter of 2.300 in., a wall thickness of 0.21 in., and a length of L1 = 7 ft. Pipe (2) has an outside diameter of 4.70 in., a wall thickness of 0.17 in., and a length of L2 = 12 ft. If a minimum factor of safety of 2.2 is required for each pipe, determine: (a) the maximum load P that may be applied at flange B. (b) the deflection of flange B at the load determined in part (a). Deflection to the right is positive.Channel sections are used as a purlin. The top chords of the truss are sloped at 6H to 1V. Trusses are spaced 4m on centers. Use the properties of the channel section in the picture. Loads: Dead load = 600 Pa Live load = 800 Pa Wind load = 1,300Pa Wind coefficients: Windward = 0.25 Leeward = -0.4 Use Fbx=Fby=248 MPa. Determine the safe spacing of purlins (Use load combination of 0.75(D+L+W)